Contamination Screening Evaluation Technical Memorandum for the 

All Aboard Florida Passenger Rail Project West Palm Beach to Miami, Florida September 5, 

2012

CONTAMINATION SCREENING EVALUATION

TECHNICAL MEMORANDUM

FOR THE ALL ABOARD FLORIDA PASSENGER RAIL PROJECT

WEST PALM BEACH TO MIAMI, FLORIDA

by 

All Aboard Florida – Stations LLC and All Aboard Florida – Operations LLC

The following persons may be contacted for information on the Environmental Assessment: 

Catherine Dobbs

Federal Railroad Administration

1200 New Jersey Ave, SE Washington, DC 20590

202.493.6347

Margarita Martinez Miguez

All Aboard Florida – Stations LLC 

All Aboard Florida – Operations LLC 

2855 LeJeune Road, 4th Floor

Coral Gables, Florida 33134

305.520.2458
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2012

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1.0 INTRODUCTION

All Aboard Florida (AAF) project is an intercity passenger rail service that will provide a necessary 

transportation solution for millions of Floridians and tourists, connecting downtown West Palm Beach 

(MP 299.6 +/-) to downtown Miami (MP 365.5 +/-) with one stop in downtown Fort Lauderdale (MP 

341.2+/-). 

The existing FEC corridor between Miami and West Palm Beach is approximately 100 feet wide and has 

supported freight and/or passenger service on a continuous basis for more than 100 years. The FEC 

corridor was originally built as a double-track railroad, but today it is a single track railroad with several 

long sidings. The roadbed for the second track in the corridor still exists today and would be used for 

the additional track improvements.

In 2006, FECR moved approximately 26 through freight trains per day over this segment, in addition to 

local trains serving customers along the line. Today, the number of daily through freight trains is 14. 

The new intercity passenger rail system would provide hourly service (consisting of approximately 16 

roundtrip trains that will be approximately 725 feet long. Trains will operate at speeds up to 79 mph, 

but will likely average 60 mph. The current FRA Class IV track conditions along the FEC corridor would 

permit passenger train trains to operate up to a maximum speed of 79 mph today.

The existing track is FRA Class IV track, permitting 60 mile per hour freight and 80 mile per hour 

passenger operations. The project will maintain this class of track and will require only minor 

infrastructure improvements for the main line, including replacement of the second main line track, 

reconstruction of existing crossovers and the addition of crossovers to facilitate operational 

improvements. No additional right of way is anticipated to complete these improvements. Further, no 

bridge structures located over bodies of water will be touched.

AAF plans to complete all infrastructure improvements for the main line track for the project within the 

existing FEC corridor that is approximately 100 feet wide throughout this segment (i.e. no additional 

right-of way acquisition is expected). Three existing bridge structures will have an additional second 

main track added to the existing deck, but no improvements to the structure’s footprint will need to be 

made. Seven existing bridges will remain single track and will not be expanded to accommodate two 

tracks. Additionally, 49.2 miles of new track will be constructed in the corridor and 8.3 miles of existing 

track will be rehabilitated. See Project Location Map, Figure 1.

The proposed downtown Miami station will be situated on an approximately nine-acre site that is 

currently owned by AAF’s affiliate. This proposed site was once the location of the original Florida East 

Coast Miami Station built by Henry Flagler. Likewise, the proposed stations at Fort Lauderdale and West 

Palm Beach stations will be situated on downtown sites, providing easy access for auto, bike and 

pedestrians.
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Figure 1. Project Location Map
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The purpose of this technical memorandum is to present the findings of a contamination screening 

evaluation for the proposed alternatives. This report identifies and evaluates known or potential 

contamination concerns, presents recommendations regarding these concerns, and discusses possible 

impacts from the proposed project. As a reasonable inquiry to determine the presence of 

contamination, local, state and federal environmental agency records were reviewed.

2.0 ALTERNATIVE DEVELOPMENT

This section discusses those alternatives developed and considered during the EA process. As per NEPA 

and CEQ guidance, the No-Build Alternative will remain a reasonable and feasible alternative throughout 

this evaluation. The No-Build Alternative represents "no change" from current conditions and a 

continuation of the present course of planned and funded actions until that action is changed.

For an alternative to be considered worthy of evaluation, the following criteria were deemed essential:

Geographic location in close proximity to the Downtown core or Central Business District (CBD) 

as well as the FECR right-of-way; 

For West Palm Beach and Fort Lauderdale Stations – ability for the FEC ROW to accommodate 

the addition of a second main line track necessary for both passenger rail and freight operations, 

as well as gauntlet tracks through the platform zones for use by periodic high and wide freight 

trains; 

For Miami Station – necessity to maintain railroad infrastructure for continued Port Lead freight 

operations;

Availability of land within the FEC ROW for workable track alignment and platform zones; and 

Availability of land adjacent to the designated stations to accommodate customer access 

(pedestrian and vehicular) and minimum on-site passenger-oriented facilities.

Several sites initially nominated for evaluation did not pass this test. Thus, they were dismissed from 

further analysis.

2.1 No Build Alternative

The No-Build Alternative, which involves no changes to the transportation facilities within the FEC 

corridor beyond those that have been currently planned and programmed, was evaluated as part of this 

study. Under this scenario, the existing freight operations and maintenance infrastructure by FECR 

would be maintained. Specifically, the No-Build Alternative would maintain FECR’s operations as a 

freight provider within the FEC corridor assuming an annual growth of approximately 5%-7% between 

today and 2016 due to current FEC projects at the Port of Miami and Port Everglades and 3% after 2016. 

Routine maintenance, safety improvements and as-needed track work would continue as planned. Also, 
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the No-Build Alternative would include future planned and programmed roadway, transit, air and other 

intermodal improvements within the study area.

In the absence of passenger service within the FEC corridor, the need for stations and station-associated 

development is negated. It is assumed that land use development would continue consistent within the 

approved and adopted local comprehensive, master and/or visioning plans of each municipality but that 

only planned and programmed improvements will be completed.

Although the No-Build Alternative does not meet the purpose and need for the project, it was retained 

for detailed analysis in order to evaluate potential benefits and impacts associated with the proposed 

action in comparison to taking no action.

2.2 System Build Alternative

The proposed system build alternative will return the existing FEC corridor to a dual-track system 

allowing for the development and re-introduction of passenger service to southeast Florida. 

Infrastructure improvements are planned to be completed within the existing right-of-way (i.e. no 

additional right-of way acquisition is anticipated). Three existing bridge structures will have an 

additional second main track added to the existing deck, but no improvements to the structure’s 

footprint will need to be made. Seven existing bridges will remain single track and will not be expanded 

to accommodate two tracks. See Figure 2 for typical bridge transition. Additionally, 49.2 miles of new 

track will be constructed in the corridor and 8.3 miles of existing track will be rehabilitated.

Figure 2. Typical Track Configuration at Single Track Bridge
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2.3 Station Alternatives

Station alternatives are defined as those alternatives in West Palm Beach, Fort Lauderdale, and Miami 

for the development of stations and ancillary development needed to support the AAF project. 

2.3.1 Downtown West Palm Beach

2.3.1.1 West Palm Beach – North

For this site location alternative, the AAF station would be located in the northern portion of Downtown 

West Palm Beach roughly between Third and Seventh Streets proximate to the 15th Judicial Circuit 

Courthouse Complex, County Courthouse, County Administration Building and City Hall. 

The station’s 800-foot long, 35-foot wide high-level platform would be located well north of Third Street 

because the platform must be on tangent track north of the curve. This site would take advantage of an 

uninterrupted stretch of FEC ROW without the need for new street closure, although it would block NW 

7th Street which City Planners have identified for circulation improvement study.

The station would extend to the east side of the FEC ROW on unimproved, publicly controlled properties 

situated along Quadrille Boulevard including a parcel with frontage on S. Dixie Highway. The two-story 

station building would face the east. On-site customer facilities would include ticketing, secure waiting 

area for ticketed passengers located in space above the platform level, and retail. Parking to support 

the retail would be provided on site. No dedicated passenger parking would be provided on-site; the 

City supports use of existing parking capacity available within a close radius of the station.

West Palm Beach North Station
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2.3.1.2 West Palm Beach – Central

For this site location alternative, the AAF station would be located further south than the option 

described above, roughly between Clematis Street and Fern Street. The two-story station building 

would be located to the west side of the FEC ROW on privately controlled property fronting Evernia 

Street. On-site customer facilities would include ticketing, secure waiting area for ticketed passengers 

located in space above the platform level, and retail. Parking to support the retail would be provided on 

site. No dedicated passenger parking would be provided on-site; the City supports use of existing 

parking capacity available within a close radius of the station.

Within the FEC ROW, both main line tracks may be subject to alignment considerations subject to 

additional ROW from FDOT. The tracks could remain or would shift to the west side of the FEC ROW to 

avoid a portion of the ROW that was previously sold to FDOT. Both main line tracks would come back 

on existing alignment through Okeechobee Boulevard. 

The north edge of the 35-foot wide center island platform would commence just south of Clematis 

Street and end north of Fern Street. The high-level platform would physically block the intersections at 

Datura and Evernia Streets, thus two street closures would be required, due to the short block grid. The 

City of West Palm Beach is receptive to this need. 

On the west side of the ROW closures could be mitigated by creating a frontage road. The City’s Master 

Plan notes “Incentives are offered for the dedication of right-of-way (ROW) which will allow for the 

construction of a new road adjacent to the west side of the FEC ROW between Gardenia Street and 

Clematis Street." 

For this site’s three-block edge along Quadrille Boulevard, significant streetscaping and traffic calming 

would be considered to support FDOT’s desire to transform Quadrille Boulevard into a pedestrianfriendly corridor.
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West Palm Beach Central Station

2.3.2 Downtown Fort Lauderdale

2.3.2.1 Fort Lauderdale – North

For this site location alternative, the AAF station would be located north of Broward Boulevard. The 

station’s 800-foot long, 35-foot wide platform would be located north of Broward Boulevard and south 

of NW Fourth Street. The high-level platform would block one intersection and thus NW Second Street 

would be closed. The City is receptive to this need.

The station would extend to the east side of the FEC ROW onto the existing Broward Transit Center 

property bounded by Broward Avenue, NW First Avenue and NW Second Street. Along with the County 

and City, AAF would jointly redevelop the existing bus terminal site and other sites to accommodate, 

AAF passenger rail, regional and local buses, and future WAVE (light rail service).

AAF’s on-site customer facilities would include ticketing, secure waiting area for ticketed passengers 

located in space above the platform level, and retail. Parking to support the retail would be provided on 

site. No dedicated passenger parking would be provided on-site; the City supports use of existing 

parking capacity available within a close radius of the station.
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Fort Lauderdale North Station

2.3.2.2 Fort Lauderdale – South

For this site location alternative, the AAF station would be located just south of Broward Boulevard and 

north of the existing railroad bridge over the New River. No track work would be undertaken within 100 

feet of the existing bridge. To tie into the existing track alignment over the river crossing, the station 

would employ a side platform configuration in lieu of the center island platform described for the Fort 

Lauderdale-North alternative as well as those alternatives in West Palm Beach . The 800-foot long highlevel platforms would block one intersection. The City has indicated that closing Broward Boulevard 

would be out of the question. In all likelihood closing SW Second Street would also be highly 

problematic. The latter is a necessity for the success of this station location alternative.

The station would extend to the east side of the FEC ROW onto the privately controlled Las Olas 

Riverfront property. AAF’s on-site customer facilities would include ticketing, secure waiting area for 

ticketed passengers located in space above the platform level, and retail. Parking to support the retail 

would be provided on site. No dedicated passenger parking would be provided on-site; the City 

supports use of existing parking capacity available within a close radius of the station. The existing atgrade pedestrian crossing across the FEC tracks would be preserved. 
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Fort Lauderdale South Station

2.3.3 Downtown Miami / Government Center

Miami’s downtown station will be located on a multi-block, nine-acre site owned by AAF’s affiliate. This 

site was the location of the original Florida East Coast Miami Station built by Henry Flagler. The site is 

centrally situated at the heart of the City’s Government Center district, an area characterized by a 

concentration of City, County, State and Federal government facilities, as well as cultural and civic uses. 

The Overtown neighborhood is located to the north of the site, and the Flagler Street retail corridor is to 

the south.

The area possesses strong transit connections the north and south (there are two Metrorail stations) 

and excellent connectivity with other destinations Downtown (there are two Metro Mover stations) plus 

multiple convenient and well-used bus routes.

2.3.3.1 Miami – South At Grade

This station alternative is an at-grade option. At the north end, two main line tracks would pass under 

the Dolphin Expressway overpass at grade. The Port Lead would remain in service; the single track 

would peel off the main line at Eighth Street and head east into the Port of Miami. The passenger track 

arrangement would fan out to four tracks between Eighth and Fifth Streets, allowing for platforms south 

of 5th Street. 
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The Miami layout provides a combination of side and center island platforms. All four tracks would be 

accessed also by a low-level service platform. The 1,000-foot long platforms would be located between 

Fifth Street, which would remain open, and Third Street, which would need to be closed. Therefore the 

entire track and station platform footprint would realize its full width at the south edge of Fifth Street. 

Four tracks would cross Sixth and Fifth Streets at grade.

This alternative would not impact the existing Overtown Metrorail Station or existing Government 

Center Metrorail and Metro Mover Stations. The existing Metro Mover station at NE Fifth Street would 

also be maintained. However, it would not be possible to squeeze four passenger rail tracks and 

platforms under the existing Metro Mover alignment without altering the existing pier spacing; hence, 

the Metro Mover span through the property owned by AAF’s affiliate would be rebuilt. 

The AAF station would have multiple points of pedestrian access. Passenger facilities would be located 

at the south end of the platforms. Mixed-use development would be situated on the property south of 

the station platforms, incorporating the station’s primary entry at NW First Street and NW First Avenue. 

The following TOD uses are anticipated:

Retail

Office

Limited Service Hotel

Residential

Parking

The architectural program would be accommodated in several building masses. A fifteen-story office 

building would anchor the southern end of the property. A thirty-story residential and hotel tower 

would front on NW First Avenue at Third Street. Structured parking garages would be built in the air 

rights over the station platforms between Second and Third Streets and between Third and Fourth 

Streets.
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Miami South at Grade Station

2.3.3.2 Miami – Central Elevated

This alternative is an elevated option. The station layout assumes the same passenger and service 

platform configuration as the at-grade alternative described above, except the station platform 

footprint would be accommodated entirely on an elevated viaduct structure approximately 45 feet 

above grade. This alternative shifts the platform closer toward the northern portion of the property 

owned by AAF’s affiliate. 

At the north end, the main line tracks would pass under the Dolphin Expressway overpass at grade, and 

single Port Lead track would peel off the main line at Eighth Street and heads east to the Port of Miami. 

Unlike the previous alternative, here the two Station Lead tracks would then immediately commence a 

maximum 3% incline onto the viaduct. The existing at-grade crossings at NW Eleventh and NW Tenth 

Streets would be eliminated due to the climbing passenger tracks; these streets would become blocked 

by a retaining wall. 

Closure of Tenth and Eleventh Streets would be carefully mitigated and balanced by road capacity 

enhancements. For example, the frontage road located immediately west of the FECR ROW could 

potentially be extended to connect the street grid in the Overtown neighborhood to the existing 

Thirteenth or Fourteenth Street at-grade crossings under I-395 and the proposed viaduct underpass at 

Eighth or Ninth Streets.
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By Ninth Street the elevated railroad approaching the station would transition from retained 

embankment to viaduct structure. The Port Lead track would remain at grade for continued freight 

operations. A minimum overhead clearance of 23’-6” above top of rail would be maintained as the Port 

Lead track passes under the elevated Station Lead tracks.

After the Station Lead tracks fan out into four tracks, the 1,000-foot long platform zone would 

commence just south of Seventh Street and end just south of Fourth Street. The entire track and station 

platform footprint thus would pass over Eighth Street, the Port Lead, Sixth Street, Fifth Street, and the 

Metro Mover. This alternative would not impact the major through streets of Eighth, Sixth and Fifth 

Street, the existing Overtown Metrorail Station or existing Government Center Metrorail and Metro 

Mover Stations. 

The AAF station would have multiple points of pedestrian access. The headhouse’s primary entry would 

front NW First Avenue opposite the Federal Courthouse. A three to four story liner of passengeroriented functions and retail would create a continuous street wall extending to the north. Structured 

parking would be concealed behind the liner, under the tracks and platforms.

Mixed-use development would be situated immediately south of the station headhouse. The same TOD 

programs as the at-grade alternative described for the at-grade scenario would be anticipated, in 

roughly the same massing.

Miami Central Elevated Station
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3.0 EXISTING CONDITIONS/LAND USE

The existing corridor is typically 100 ft wide through Palm Beach, Broward and Miami-Dade Counties, 

and has had freight and/or passenger service within the corridor throughout its 100-year plus history.

Much of southeast Florida can trace its early development to this corridor and communities such as 

West Palm Beach, Fort Lauderdale and Miami grew around the corridor and it has become an integral 

part of the community fabric.

The corridor traverses established and heavily developed areas of the three counties. Land uses 

transition from density, central business district urban, to medium density residential, to industrial and 

commercial uses. Little to no vacant and/or undeveloped land exists along the corridor. Due to the age 

of the existing corridor, established neighborhoods and communities have evolved in conjunction with 

the corridor.

4.0 REGIONAL GEOLOGIC/HYDROGEOLOGIC FEATURES

4.1 Regional Geology

The regional geology of southeast Florida consists primarily of permeable limestone, sandstone, sand, 

and shell. The uppermost lithologic unit of the aquifer system is the Pamlico sand formation. The 

Pamlico sand consists of cream to brown very fine to coarse quartz sand that is well sorted. Under the 

Pamlico sand is the Miami Limestone (formerly Miami Oolite) which is white to pale orange and consists 

of Oolite and bryozoans limestone. Underlying the Miami limestone is the Anastasia formation which 

consists of alternating layers of shelly sandstone and unconsolidated sand with interfingering lenses of 

the Fort Thompson and Key Largo formations. The Fort Thompson consists of freshwater, brackish 

water and marine limestone. The Key Largo Formation is highly chrystalle, very porous and contains 

corals, bryozoans and mollusks. Underlying these formations is the Tamiami Formation which is 

composed of numerous sequences of sandstone and limestone. Underlying the Tamiami Formation is 

the Hawthorn Formation. The Hawthorn Formation consists of gray to green claystone and siltstone. 

The lower part of the Tamiami and Hawthorn Formations comprise the major part of the Floridan 

Aquiclude which is the confining layer between the Surficial Biscayne Aquifer and the Floridan Aquifer. 

4.2 Regional Hydrogeology

Two major aquifer systems have been identified in Palm Beach County, Broward County and MiamiDade County (herein referred to as the Tri-County Area). The lower aquifer system is commonly known

as the Floridan Aquifer but has recently been renamed to Floridan Aquifer System because it is

composed of two or more distinct aquifers. Thissystemis extensive, occurring in all of Florida and parts of

adjacentstates. In the Tri-County Area,the Floridan Aquifersystem surface is about 950 to 1,000 feet below

sea level. Overlying the Floridan Aquifer system is a 550- to 800-foot thick sequence, consisting of

green clay, silt, limestone, and fine sand, referred to as the intermediate confining unit (previously

called the Floridan aquiclude). A few zones within this sequence may be minor aquifers, but in general,

the sediments are relatively impermeable. These sediments mostly belong to the Hawthorn Formation

(Miocene age), but the uppermost sediments locally may belong to the Tamiami Formation (Pliocene

age). Overlying the intermediate confining unit is the surficial aquifer system, the source of freshwater

supplies for the Tri-County Area.
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The surficial aquifer system comprises all materials from the water table to the top of the intermediate

confining unit. These materials are primarily cavity-riddled limestone and sandstone, sand, shell, and

clayey sand withminor clay orsilt and range in age fromPliocene to Holocene.Practically speaking,the top

of the system may be considered to be the land surface because virtually all of the Tri-County Area 

formerly was seasonally or perennially flooded, although drainage by canals in recent years has reduced

the occurrence of flooding. The base of the system is defined hydraulically by a significant contrast in

average permeability. It is the surface, mappable over a multicounty area, that separates the thick

section of generally permeable sediments (surficial aquifer system) from a thick section of sediments 

having generally low permeability (intermediate confining unit). The upper part of the intermediate 

confining unit is usually green clay or silt, locally sandy, except near the coast where it is composed of 

green, fine-grained calcarenite. Sediments of the surficial aquifer system have a wide range of

permeability, and locally may be divided into one for more aquifersseparated by less permeable or semi 

confining units. Separating or underlying these aquifers are less-permeable sand, limestone, silt, and

clay, which generally act as leaky units. The Tri-County Area is underlain by the shallower Biscayne 

Aquifer which is the sole source of potable water for these counties. 

The Biscayne Aquifer is the best known and contains the most permeable materials of the surficial

aquifer system. The aquifer consists of highly permeable limestone and less permeable sand and 

sandstone. Water in the Biscayne Aquifer is unconfined and generally flows in an east, south-east 

gradient or toward the ocean or, in more localized gradient influences, streams, rivers and the 

extensive system of canals in south Florida. The Biscayne Aquifer, named after Biscayne Bay, is the

source of the most important water supplies developed in southeastern Florida. It is the most

productive of the shallow nonartesian aquifers in the area and is one of the most permeable in the

world. The aquifer extends along the eastern coast form southern Miami-Dade County into coastal Palm 

Beach County as a wedge-shaped underground reservoir having the thin edge to the west. It underlies

the Everglades as far as northern Broward County, though in that area it is comparatively thin, and the

permeability is not as high as it is farther east and south. 

5.0 METHODOLOGY

A preliminary evaluation of the FEC corridor for the development of passenger rail service from 

downtown West Palm Beach to downtown Miami was conducted to determine potential contamination 

concerns along the Project corridor for the proposed construction improvements. This evaluation was

based on visual reconnaissance of the project area, available Geographic Information Systems (GIS) 

Databases, and review of on-line regulatory databases.

5.1 Records Search

GIS Search

The environmental screening of potential contaminated sites within the project area was performed 

using GIS data from the Florida Geographic Data Library (FGDL), the Florida Department of 

Environmental Protection (FDEP) GIS website and the South Florida Water Management District 

(SFWMD) GIS website was completed. The purpose of the contamination screening was to identify 

potential contamination threats that may limit use of the proposed project. In order to perform the 
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environmental screening for the Project, a buffer width of 150 feet from the centerline of the rail 

corridor and proposed station alternatives was established. The following GIS datasets were searched

for potential contaminated sites: Brownfield Areas, Gasoline Service Stations, Hazardous Material Sites, 

Solid Waste Facilities, and Petroleum Tanks. A total of two hundred twenty-six (226) potentially 

contaminated sites were identified within the 150 foot buffer along the FEC right of way and 

within the vicinity of the proposed station alternatives.

Regulatory Records Review

As a part of the screening process, an online search of state and county environmental databases for the 

potential contamination sites identified by the GIS Screening was performed for the study corridor. The 

following databases were used:

Palm Beach County Environmental Resources Management (ERM) Countywide Information 

Network for Electronic Media (CINEMA) website, 

Broward County Environmental Inquiry and Resources System (ENVIROS) Website, 

Miami-Dade Department of Regulatory and Economic Resources (RER) emPOWER Library, 

FDEP Department of Waste Management OCULUS website. 

Field Review

Windshield surveys were conducted to verify the location of the potential contamination sites within 

150 feet of the FEC right-of-way, at the proposed station alternative sites, and within the general vicinity 

of the project.

Once the Field Review and regulatory file research was conducted each potential site was assigned 

a “Risk” rating that expresses the degree for potential contamination concerns. The contamination 

rating system is divided into degrees of risk: "Low", "Medium", and "High". This system expresses the 

degree of concern for potential contamination problems. Risk ratings were assigned following the 

guidelines and definitions in Chapter 22, Section 2.2.3. (1-17-08 revision) of the FDOT Project 

Development &Environment (PD&E) Study Manual. 

Low Former or current operation has hazardous waste generator identification number, 

or deals with hazardous materials; however, based on all available information there 

is no expectation that there would be any expectation of contamination. There are 

no activities associated with the referenced site/sites that would generate contamination. 

Medium Indications are found (reports, Notice of Violations, consent orders, etc.) that 

identify known soil and/or water contamination and that the problem does not need 

remediation, is being remediated (i.e., air stripping of the ground water, etc.), or 

that continued monitoring is required.

High Potential for contamination problems. Further Assessment will be required to 

determine the actual presence and /or levels of contamination and the need for 

remedial action.
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6.0 POTENTIAL CONTAMINATION IMPACTS 

Within the project area there are one hundred ninety-nine (199) Low Risk sites; thirteen (13) Medium 

Risk sites; and fourteen (14) High Risk sites. The sites listed as Medium and High risk are summarized in 

Table 1. A table and figure identifying the locations and status of the two hundred twenty-six (226) sites 

are included in Attachment I. Summary information along with available pertinent information from the 

regulatory files for the High and Medium Risk sites is included in Attachment II.

Table 1

High and Medium Risk Contamination and Hazardous Waste Sites

FDEP 

Facility ID

Mainline

Impact

Station

Impact

Facility Name Address Regulatory Status Distance (ft) Risk

8514561 Yes

Yes

WPB- North

Cemex Construction

501 7th St.

West Palm Beach

PARM approved August 

2007.

Adjacent High

8630703 Yes No

Palm Beach County 

Judicial Center

414 N Dixie Hwy,

West Palm Beach

CAR submitted April 4, 

1994.

Adjacent High

8944518 No

Yes

WPB - South

City of West Palm 

Beach El Campeon 

Acquisition

440 Evernia Street,

West Palm Beach

RAP addendum 

approved April 1, 1994. 

Adjacent High

8842045 Yes No

Avis Rent a Car 

Systems

1 NW Yamato Road,

Boca Raton

SAR disapproved 

5/2012. 50 High

9811743 Yes No Petroliance, LLC

2541 NE 4th Ave, Pompano 

Beach

RAP approved. Adjacent High

55245 Yes No

Tire Recycling 

Systems

616 NW 2nd Ave,

Fort Lauderdale

Active solid waste site Adjacent High

8737224 Yes No J&L Feed & Supply

133 SW 3rd Ave,

Dania

NAMP suspended in 

2008.

Adjacent High

9806980 Yes No

Master Craft 

Automotive

800 N Dixie Hwy,

Hollywood

RAP submitted 

2/20/2012. 50 High

9101384 Yes No Trout Used Cars 18315 W Dixie Hwy, Miami MOP approved in 1994. Adjacent High

8505326 Yes No

AMOCO #4357-

Maule Lake

18100 Biscayne Blvd. 

North Miami Beach

Documented 

contamination

Adjacent High

8503539 Yes No

181st St. Unlimited 

Car Washing

18100 Biscayne Blvd, 

North Miami Beach

RAP implemented In 

1995

Adjacent High

60083 Yes No Pace Dump

Biscayne Blvd@ 147th St, 

North Miami Beach

Solid waste site. Adjacent High

99220 Yes No Presslers

NE 146th Street @ Biscayne 

Blvd, Miami

Solid waste site. Adjacent High

57135 Yes No Munisport Landfill

14301 Biscayne Blvd, 

North Miami

Former NPL Site. 

Assessment ongoing

Adjacent High

8514160 Yes No Triple M Petroleum

6710 Georgia Avenue,

West Palm Beach

Limited Closure Report -

contamination remains 

onsite.

Adjacent Medium

9809962 Yes No

Lake Worth 

Recreation Center

1121 Lucerne Ave,

Lake Worth

NAMP ongoing. Adjacent Medium

8514475 Yes No US Food Mart

874 N Dixie Hwy,

Lantana

Groundwater 

monitoring (2004-2005)

60 Medium

8942634 Yes No Chevron-Flamingo

301 E Atlantic Avenue, 

Delray

PARM ongoing. 25 Medium
Contamination Screening Evaluation Technical Memorandum for the 

All Aboard Florida Passenger Rail Project West Palm Beach to Miami, Florida September 5, 

2012

17

94293 Yes No

Boca Raton Army 

Airfield Dump 

2500 NW 1st Ave,

Boca Raton

Inactive solid waste site. Adjacent Medium

9201874 Yes No

Titan Maritime 

Industries

410 SW 4th Terrace,

Dania

Assessment required 

for petroleum 

discharge.

Adjacent Medium

99394 Yes No

NE Community 

Center Dump

Charleston @ 24th ST.

No Regulatory 

Information Available

1500 Medium

8504026 Yes No Shell Station

18560 Biscayne Blvd.,

Miami

NAMP approved 1/2011 Adjacent Medium

8522037 Yes No

Crystal Springs 

Water Co.

7580 NE 4th CT,

Miami

MOP Last quarterly 

report dated 10/00. Adjacent Medium

9803397 Yes No

Miami City R/W 

Former Dixie 

Transport

5520 NE 4th Ave.,

Miami

Additional assessment 

4/2012. 20 Medium

9804881 Yes No A&B Container

1551 NW 1st Ave,

Miami

SAR submitted in 5/10. Adjacent Medium

9047223 Yes

Yes

Miami

Arena Ventures

701 Arena Blvd. ,

Miami

PARM approved 

7/2004. TCAR 

disapproved 11/2011

Adjacent Medium

9502539/

8841986

Yes

Yes

Miami

City of Miami 

Chilled Water Line

112 NW 3rd St.,

Miami

Source removal 

11/2009 and 9/2011. 

No closure.

Adjacent Medium

Legend: SAR – Site Assessment Report ;PARM – Post Active Remediation Monitoring; NAMP – Natural Attenuation Monitoring; LCARA –

Limited contamination Assessment Report Addendum; RAP - Remedial Action Plan; CAR – Contamination Assessment Report; MOP –

Monitoring only Plan; AS/SVE – Air Sparge/Soil vapor Extraction; O&M – Operation & Maintenance; 

SARA – Site Assessment Report Addendum

For these sites receiving a High or Medium risk ranking that may be impacted by acquisition, drainage 

features, underground utilities, or dewatering activities, preliminary subsurface investigations to 

establish the presence of soil or groundwater contamination would need to be conducted prior to 

construction activities when warranted.

A Low Risk site is located within the footprint at each of the Preferred Station Alternatives in West Palm 

Beach and Fort Lauderdale. The West Palm Beach site (Sewell Hardware Co., 501 Evernia Street) and the 

Fort Lauderdale site (Broward County Mass Transit, 101 NW 1st Avenue) both have registered 500 gallon 

aboveground storage tanks (ASTs) associated with emergency generators. Although there is no 

documentation within the database concerning contamination associated with the ASTs, prior to 

construction activities at these sites, the ASTs must be properly closed in accordance to Chapter 62-762 

Florida Administrative Code. 

7.0 CONCLUSIONS AND RECOMENDATIONS

Construction requirements and methodology for the proposed system upgrades with the FEC ROW will 

result in minimal subsurface disturbance and impacts to existing contaminated areas are not anticipated. 

At proposed station locations, construction impacts can be minimized by the avoidance of areas of 

known and/or suspected contamination during the design of the drainage, lighting and foundations. In 

the event that it is necessary for construction activities to occur in contaminated areas, a Phase II 

investigation would need to be conducted. Where drainage, lighting and foundation improvements will 
Contamination Screening Evaluation Technical Memorandum for the 

All Aboard Florida Passenger Rail Project West Palm Beach to Miami, Florida September 5, 

2012

18

impact contaminated properties and cannot be avoided in the areas of concern, technical special 

provisions such as Remedial Action Plans will be developed as part of the Phase II investigations. If 

contamination is identified in these areas prior to construction, remedial actions can be developed and 

implemented to minimize impacts. Any contaminated or hazardous wastes encountered through 

ground-disturbing activities during construction for any of the alternatives would be handled and 

disposed of in accordance with regulatory requirements.

For dewatering activities, potentially contaminated sites located within a 500-ft radius of the project 

corridor will need to be properly re-assessed and properly addressed before applying for a dewatering 

permit from any environmental regulatory agency to avoid potential contamination plume exacerbation 

and determine proper groundwater management associated with such sites.

Although contaminated sites have been identified within 150 feet of the FEC ROW and in the vicinity of the 

proposed station alternatives, neither the No-Build nor Preferred Build Alternative is anticipated to impact 

known contaminated or hazardous waste sites along the project corridor. 

8.0. REFERENCES

Palm Beach County Environmental Resources Management (ERM) Countywide Information Network for 

Electronic Media (CINEMA) website.

Broward County Environmental Inquiry and Resources System (ENVIROS) Website.

Miami-Dade Department of Regulatory and Economic Resources (RER) emPOWER Library.

FDEP Department of Waste Management OCULUS website. 

Florida Geographic Data Library (FGDL).

United States Department of Agriculture Soil Conservation Service Soil Survey, Palm Beach County, 

Issued December 1978.

United States Department of Agriculture Soil Conservation Service Soil Survey, Broward County, Issued 

1978. Revised May 1984.

United States Department of Agriculture Soil Conservation Service Soil Survey, Miami-Dade County, 

Issued January 1996.

United States Geological Survey Water Resources Investigations Report 87-4034.
ATTACHMENT I

IDENTIFIED CONTAMINATED SITES 
All Aboard Florida

Potential Contaminated Sites

Map ID 

Number Facility ID County Facility Name Address City Status

Distance 

To FEC 

Railway 

R/W (Feet)

Contamination 

Risk

Map 

Page 

Number

H1 8514561 Palm Beach Cemex Construction 501 7th STREET West Palm Beach Cleanup Ongoing - PARM Approved August 2007 Adjacent High 1

H2 8630703 Palm Beach Palm Beach County Judicial Center 414 N Dixie Highway West Palm Beach CAR submitted 4/94. No Additional Info Available. Adjacent High 1

H3 8944518 Palm Beach El Campeon Acquisition 440 Everina St. West Palm Beach RAP Approved 4/94; Not Implemented Adjacent High 2

H4 9811743 Broward Petroliance LLC Ber 09-21-41040C 2451 NE 4th Ave. Pompano Beach RAP Approved 4/12 Adjacent High 30

H5 55245 Broward Tire Recycling Systems 616 NW 2nd Ave. Fort Lauderdale No Regulatory Information Available Adjacent High 39

H6 8737224 Broward J & L Feed and Supply 133 SW 3RD Ave. Dania NAM Plan Suspended After 12/08 Adjacent High 44

H7 9806980 Broward Master Craft Automotive 800 N Dixie Hwy. Hollywood RAP Submitted 4/12. 50 High 46

H8 8505326 Miami-Dade AMOCO #4357-Maule Lake 18100 Biscayne Blvd. North Miami Beach Discharge 12/86. No Recent Assessment Adjacent High 51

H9 8503539 Miami-Dade 181ST St. Unlimited Car Washing 18100 Biscayne Blvd. North Miami Beach Discharge 2/95. Assessment Required Adjacent High 51

H10 60083 Miami-Dade Pace Dump Biscayne Blvd. @ 147th St. North Miami Beach No Regulatory Information Available Adjacent High 53

H11 99220 Miami-Dade Pressler's NE 146 St. @ Biscayne Blvd. North Miami Beach No Regulatory Information Available Adjacent High 53

H12 57135 Miami-Dade Munisport 14301 Biscayne Blvd. North Miami Beach NPL Site. RAP 3/02 thru 9/06. MOP Ongoing Adjacent High 53

H13 9101384 Miami-Dade Trout Used Cars 18395 W Dixie Hwy. Miami MOP Approved 8/94. No Further Info Available Adjacent High 50

M1 8514160 Palm Beach Triple M Petroleum Inc 6710 Georgia Ave. West Palm Beach LCSR 6/10. Further Assessment Required. Adjacent Medium 5

M2 9809962 Palm Beach Lake Worth Recreation Complex 1121 Lucerne Ave. Lake Worth NAM Ongoing Adjacent Medium 8

M3 8514475 Palm Beach U S Food Mart 874 N Dixie Hwy. Lantana MOP Impl. 1/04-2/05. No Closure to Date 58 Medium 9

M4 8942634 Palm Beach Chevron - Flamingo 301 E Atlantic Ave. Delray Beach PARM Ongoing 24 Medium 17

M5 8842045 Palm Beach Avis Rent A Car System Inc. 1 NW Yamato Rd. Boca Raton SAR Disapproved 4/12. RAP Requested 52 Medium 22

M6 94293 Palm Beach Boca Raton Army Airfield Dump W of Old Dixie Hwy., N of NW 20 St. Boca Raton Inactive Solid Waste Site. No Ongoing Monitoring Adjacent Medium 23

M7 9201874 Broward Titan Maritime Industries 410 SW 4th Terr. Dania SR 12/92. No Site Closure Adjacent Medium 44

M8 99394 Broward NE Community Center Dump Charleston at 24th ST Hollywood No Regulatory Information Available 1500 Medium 46

M9 8504026 Miami-Dade Shell Station 18560 Biscayne Blvd. Aventura NAM Ongoing Adjacent Medium 50

M10 8522037 Miami-Dade Crystal Springs Water Co. 7580 NE 4th Ct. Miami MOP Approved 6/96. No MOP Reports After 10/00 Adjacent Medium 57

M11 9803397 Miami-Dade Miami City ROW Former Dixie Transport 5520 NE 4TH AVE Miami NAM Approved 11/02. SAR Requested 5/10 21 Medium 58

M12 9804881 Miami-Dade A&B Container Repairs Inc. 1551 NW 1st Ave. Miami MOP Impl. 2/07. Further Assessment Required Adjacent Medium 61

M13 9047223 Miami-Dade Arena Ventures 701 Arena Blvd. Miami TCAR Disapproved 11/11. Add'l Assessment Req. Adjacent Medium 61

M14 8841986 Miami-Dade City of Miami Chilled Water Line Facility 112 NW 3 St. Miami SR 9/11. Further Assessment Required. Adjacent Medium 61

L1 8734611 Palm Beach Rinker Materials 433 7th St. West Palm Beach No Documented Contamination Adjacent Low 1

L2 9602120 Palm Beach East Coast Dry Cleaners 719 N Dixie Hwy. West Palm Beach No Regulatory Information Available 540 Low 1

L3 8630772 Palm Beach Palm Beach Town - Police Vehicle Mtc. 679 N Dixie Hwy. West Palm Beach No Documented Contamination 520 Low 1

L4 98336 Palm Beach Dixie and 6th St. Debris Staging Area Dixie Hwy. @ 6th St. West Palm Beach No Regulatory Information Available Adjacent Low 1

L5 8623169 Palm Beach Palm Beach - Central Fuel Depot 627 N Dixie Hwy. West Palm Beach No Documented Contamination 400 Low 1

L6 98355 Palm Beach Quadrille @ 6th St. Debris Staging Area Quadrille Blvd. @ 6th St. West Palm Beach No Regulatory Information Available Adjacent Low 1

L7 9806414 Palm Beach Elmore Property 504 N. Quadrille Blvd. West Palm Beach SRCO - Cleanup Complete Adjacent Low 1

L8 9102375 Palm Beach Palm Beach City - Central Energy Plant 410 4th St. West Palm Beach No Documented Contamination Adjacent Low 1

L9 9102487 Palm Beach Palm Beach County Judicial Parking Lot 600 3rd St. West Palm Beach SRCO - Cleanup Complete Adjacent Low 2

L10 8737265 Palm Beach Sewell Hardware Co. Inc. 501 Evernia St. West Palm Beach No Documented Contamination Adjacent Low 2

L11 8839095 Palm Beach West Palm Beach County Property 437 Iris St. West Palm Beach No Documented Contamination 99 Low 2

L12 94327 Palm Beach WPB -Terminals Dump NE Corner of Florida Ave. @ O St. West Palm Beach Former Refuse and Lawn Waste Dump Adjacent Low 2

L13 9810868 Palm Beach City Place South Tower 550 Okeechobee Blvd. West Palm Beach No Documented Contamination Adjacent Low 2

L14 94314 Palm Beach Flamingo Park Dixie Hwy @ Park Pl. and Kanuga Dr. West Palm Beach Former Garbage and Trash Dump Adjacent Low 3

L15 9807710 Palm Beach Mcarthur Dairy 456 Flamingo Dr. West Palm Beach No Documented Contamination Adjacent Low 3

L16 8736143 Palm Beach A W Merrell and Sons Inc. 501 Monceaux Rd. West Palm Beach No Documented Contamination Adjacent Low 3

L17 8944920 Palm Beach Cheney Bros. Inc. 516 Monceaux Rd. West Palm Beach SRCO - Cleanup Complete Adjacent Low 3

L18 9804150 Palm Beach Level 3 Communications LLC - WPBHFLA1 515 Hampton St. West Palm Beach No Documented Contamination Adjacent Low 4

L19 8623118 Palm Beach Walden Sandblasting Co. 3900 Georgia Ave. West Palm Beach No Documented Contamination Adjacent Low 4

L20 8841104 Palm Beach Goodfriend OSNA 4200 Georgia Ave. West Palm Beach No Documented Contamination Adjacent Low 4

L21 9202495 Palm Beach Montoya Art Studio 4110 Georgia Ave. West Palm Beach No Documented Contamination Adjacent Low 4
All Aboard Florida

Potential Contaminated Sites

L22 9803268 Palm Beach Coach USA 4210 S Georgia Ave. West Palm Beach SRCO - Cleanup Complete Adjacent Low4

L23 98346 Palm Beach Phipps Park Debris Staging Area 4301 South Dixie Hwy. West Palm Beach No Regulatory Information Available Adjacent Low4

L24 8837889 Palm Beach Johnson Charles Landscaping 4504 Georgia Ave. West Palm Beach SRCO - Cleanup Complete Adjacent Low4

L25 8630436 Palm Beach Krispi Bakery 532 E. Lakewood Rd. West Palm Beach No Documented Contamination Adjacent Low4

L26 8838296 Palm Beach Independent Seafoods Inc. 5300 Georgia Ave. West Palm Beach No Documented Contamination Adjacent Low5

L27 9203033 Palm Beach Kenco Ltd. 5414 Georgia Ave. West Palm Beach No Documented Contamination Adjacent Low5

L28 8623145 Palm Beach Schrader Co. Inc. 6601 Norton Ave. West Palm Beach No Documented Contamination Adjacent Low5

L29 9300413 Palm Beach Regency Party Rentals 6615 Norton Ave. West Palm Beach No Documented Contamination Adjacent Low5

L30 8630658 Palm Beach Lowen Air Conditioning Inc. 6620 Georgia Ave. West Palm Beach No Documented Contamination Adjacent Low5

L31 8623117 Palm Beach Rhoads Construction Inc. 6904 Georgia Ave. West Palm Beach No Documented Contamination Adjacent Low5

L32 9809289 Palm Beach Winn-Dixie Store #309 7915 S Dixie Hwy. West Palm Beach No Documented Contamination Adjacent Low6

L33 9804321 Palm Beach Florida East Coast Railway Locomotive Old Dixie Hwy. @ NE 14th St. West Palm Beach SRCO - Cleanup Complete Adjacent Low7

L34 8623073 Palm Beach William Thies & Sons Inc. 201 E Coast Ave. Lake Worth No Documented Contamination Adjacent Low8

L35 9202589 Palm Beach Bryant Auto Service Inc. 1106 4th Ave. S Lake Worth No Documented Contamination Adjacent Low8

L36 8623267 Palm Beach Leonards Hitchland Rinker Materials 1010 6th Ave. Lake Worth No Documented Contamination Adjacent Low8

L37 9102180 Palm Beach E J Brodbeck & Sons Inc. 1105 S 6th Ave. Lake Worth No Documented Contamination 32 Low8

L38 9803018 Palm Beach No Name Paint & Body Inc. 805 S G St. Lake Worth No Documented Contamination 25 Low8

L39 9501303 Palm Beach South Plaza Laundry 1226 South Dixie Hwy. Lake Worth No Regulatory Information Available 94 Low9

L40 100175 Palm Beach Deveau 1301 Wingfield St Lake Worth No Regulatory Information Available Adjacent Low9

L41 66597 Palm Beach Southern Waste Systems 790 Hillbrath Drive Lantana No Documented Contamination 1000 Low9

L42 94291 Palm Beach Barnes Property Landfill 1/4 mile N of Lantana Bd., E of 8th St. Lantana No Regulatory Information Available Adjacent Low9

L43 8944697 Palm Beach CEK Warehouse 523 N. East Coast Ave. Lantana No Documented Contamination 26 Low9

L44 9100891 Palm Beach Robert Myers Painting Inc. 1202 S Dixie Hwy. Lantana No Regulatory Information Available 67 Low 10

L45 8514807 Palm Beach U-Haul Center #787-21 1319 N Federal Hwy. Boynton Beach No Documented Contamination Adjacent Low 13

L46 8514473 Palm Beach One Stop #42 1017 N Federal Hwy. Boynton Beach SRCO - Cleanup Complete Adjacent Low 13

L47 9100619 Palm Beach Ken Snow Auto Repair 421 NE 7th Ave. Boynton Beach No Regulatory Information Available 38 Low 13

L48 8943878 Palm Beach Tire Kingdom #33 725 Federal Hwy. Boynton Beach SRCO - Cleanup Complete Adjacent Low 13

L49 9803852 Palm Beach Easy Pay Tire Store 619 Federal Hwy. Boynton Beach No Documented Contamination 38 Low 13

L50 9802876 Palm Beach Auto Service Center 301 N. Federal Hwy. Boynton Beach No Documented Contamination 109 Low 13

L51 8734204 Palm Beach Bellsouth Tel. Inc. # 8104 Central Office 221 SE 4th St. Boynton Beach No Documented Contamination Adjacent Low 13

L52 8838956 Palm Beach Gold Coast Concrete Contractors Inc. 225 SE 5th Ave. Boynton Beach No Documented Contamination Adjacent Low 14

L53 8945268 Palm Beach Fenton Construction 214 SE 7th Ave. Boynton Beach No Documented Contamination Adjacent Low 14

L54 8623224 Palm Beach White Aluminum Products Inc. 215 SE 8th Ave. Boynton Beach No Documented Contamination Adjacent Low 14

L55 9200969 Palm Beach Commercial Roofing 1112 SE 1st St. Boynton Beach No Regulatory Information Available Adjacent Low 14

L56 8629252 Palm Beach P&P Machine 209 SE 12th Ave. Boynton Beach No Documented Contamination Adjacent Low 14

L57 8629079 Palm Beach A&A Fences Inc. - Lessee 1210 SE 1st St. Boynton Beach No Documented Contamination Adjacent Low 14

L58 8735790 Palm Beach Boynton Builders Supply Inc. 210 SE 12th Ave. Boynton Beach No Documented Contamination Adjacent Low 14

L59 9401461 Palm Beach Delray Beach City Master Pump Station 280 NE 4th Ave. Delray Beach No Documented Contamination Adjacent Low 17

L60 9804031 Palm Beach Former Standard Oil Facility 142-150 NW 4th Ave. Delray Beach Cleanup Complete 25 Low 17

L61 9200682 Palm Beach FL Power & Light Co. 60 N. Railroad Ave. Delray Beach No Documented Contamination Adjacent Low 17

L62 9101934 Palm Beach C & T Wolf Enterprises Inc. 200 SE 3rd St. Delray Beach No Regulatory Information Available 51 Low 18

L63 8944953 Palm Beach Carey & Knuth Electrical Contractors 380 SE 2nd Ave. Delray Beach No Documented Contamination Adjacent Low 18

L64 9400968 Palm Beach Maynard Harry Property 1203 S Swinton Ave. Delray Beach No Documented Contamination Adjacent Low 18

L65 65866 Palm Beach South County Transfer Station SW 4 Ave. and Linton Blvd. Delray Beach Closed for Remodeling. No Monitoring Conducted Adjacent Low 19

L66 98330 Palm Beach Miller Park Debris Staging Area 1905 SW 4th Ave. Delray Beach No Regulatory Information Available Adjacent Low 19

L67 65764 Palm Beach Delray Beach Landfill Linton Blvd. @ SW 4th St. Delray Beach No Regulatory Information Available Adjacent Low 19

L68 8734538 Palm Beach Boca Transmission Service 4000 NW 1st Ave. Boca Raton No Documented Contamination Adjacent Low 22

L69 9047293 Palm Beach Jennings Towing and Recovery Service 98 NW Spanish River Blvd. Boca Raton No Regulatory Information Available Adjacent Low 22

L70 94294 Palm Beach Boca Raton NW 35 St. Dump NW 35 St. and Boca Raton Blvd. Boca Raton Vegatative Debris Only Adjacent Low 22

L71 8513912 Palm Beach Palm Beach Transportation Inc. 1450 NW 1st Ave. Boca Raton SRCO - Cleanup Complete Adjacent Low 24

L71 8513969 Palm Beach Britgar Motors 699 NW 1st Ave. Boca Raton No Documented Contamination 68 Low 24

L73 8629075 Palm Beach Plumbing Experts Inc. 303 NW 1st Ave. Boca Raton No Documented Contamination 52 Low 24

L74 9046335 Palm Beach One Way Cleaners 51 NW 1st Ave. Boca Raton No Regulatory Information Available 50 Low 24

L75 9700947 Palm Beach Boca Mizner Cleaners 51 NW 1st St. Boca Raton No Regulatory Information Available 50 Low 24

L76 9502914 Palm Beach Boca Coin Laundry 101 W Palmetto Boca Raton No Regulatory Information Available 50 Low 24
All Aboard Florida

Potential Contaminated Sites

L77 8734544 Palm Beach Coastal Tire & Auto Service Inc. 35 SW 1st Ave. Boca Raton No Documented Contamination 48 Low 24

L78 9500742 Palm Beach Dry Cleaning Depot 198 S Dixie Hwy. Boca Raton No Regulatory Information Available 75 Low 25

L79 9202811 Palm Beach Southeast FL Rail Corridor Spill MP 996.50 Camino Real Blvd. Boca Raton SRCO - Cleanup Complete Adjacent Low 25

L80 65853 Palm Beach Boca Raton Garbage Dump SW 18 St., W of Old Dixie Hwy. Boca Raton Planned for City Park. No Assessment Information Adjacent Low 26

L81 8502200 Broward Texaco - Deerfield Muffler 225 N Dixie Hwy. Deerfield Beach SRCO - Cleanup Complete Adjacent Low 26

L82 8627694 Broward Artic Ice 1223 SW 1st Way Deerfield Beach No Documented Contamination Adjacent Low 28

L83 54100 Broward The Tire Source d/b/a Birchfield 1717 SW 1st Way, Bay 23 Deerfield Beach No Regulatory Information Available Adjacent Low 28

L84 8622721 Broward Pre-Cast Specialties Inc. 1380 NE 48th St. & N Dixie Hwy. Pompano Beach No Documented Contamination Adjacent Low 28

L85 8502170 Broward Sunshine Service 1120 NE 48th St. Pompano Beach No Documented Contamination 30 Low 28

L86 9047069 Broward D & L Telecommunications Inc. 3430 NE 6th Tr. Pompano Beach No Documented Contamination Adjacent Low 29

L87 9800053 Broward Petrotech Southeast Inc. 2681 NE 4th Ave. Pompano Beach SRCO - Cleanup Complete Adjacent Low 30

L88 9801976 Broward Pompano Beach City - Well #13 1650 NE 5th Ave. Pompano Beach No Documented Contamination Adjacent Low 31

L89 98109 Broward Pompano Transfer Station Debris Staging Area 1400 NE 3rd Ave. Pompano Beach Proposed Dump Site. No Assessment Information Adjacent Low 31

L90 9801678 Broward Slaton Car Leasing & Automotive 1595 N Federal Hwy. Pompano Beach SRCO - Cleanup Complete 80 Low 32

L91 9600815 Broward Corvette Assoc. 837 N Dixie Hwy. Pompano Beach No Documented Contamination 93 Low 32

L92 9801682 Broward FL East Coast Railway Spill N. Dixie Hwy. @ NW 6th St. Pompano Beach SRCO - Cleanup Complete Adjacent Low 32

L93 9501456 Broward Wards City Dry Cleaners 12 NE 3rd St. Pompano Beach No Regulatory Information Available 49 Low 32

L94 8628167 Broward Nolando Co. 1190 S Dixie Hwy. Pompano Beach Clean-up Not Required Adjacent Low 33

L95 9401934 Broward Keiths Automotive 1224 S Dixie Hwy. Pompano Beach No Documented Contamination Adjacent Low 33

L96 9063828 Broward Altlantic Builders Supply Inc. 1350 S Dixie Hwy. Pompano Beach SRCO - Cleanup Complete Adjacent Low 33

L97 9101622 Broward Pioneer Metals of Ft. Lauderdale Inc. 1610 S Dixie Hwy. Pompano Beach SRCO - Cleanup Complete Adjacent Low 34

L98 9801104 Broward Alpine Engineered Products 1761 SW 7th Ave. Pompano Beach SRCO - Cleanup Complete Adjacent Low 34

L99 9812170 Broward Andrew Wirghts Property 6001 NE 14th Ave. Fort Lauderdale SRCO - Cleanup Complete Adjacent Low 34

L100 9800232 Broward Commercial Center 1121 E. Commercial Blvd. Fort Lauderdale No Documented Contamination Adjacent Low 35

L101 9700858 Broward Glenayre Associates Inc. 4801 NE 12th Ave. Fort Lauderdale No Documented Contamination Adjacent Low 35

L102 8732144 Broward Dixie Rental 4308 NE 11th Ave. Oakland Park No Regulatory Information Available Adjacent Low 35

L103 98096 Broward Eastside Village Lofts Debris Staging Area 4100 N. Dixie Hwy. Oakland Park Proposed Dump Site. No Asessment Information Adjacent Low 35

L104 8622584 Broward Sears Roebuck & Co. #8875 1201 NE 38th St. Oakland Park SRCO - Cleanup Complete Adjacent Low 36

L105 9103095 Broward Martin Motors 3301 N Dixie Hwy. Oakland Park SRCO - Cleanup Complete 60 Low 36

L106 9103495 Broward Citgo - Willies 3299 N Dixie Hwy. Oakland Park No Regulatory Information Available 47 Low 36

L107 8944169 Broward Deem Investments 2664 N Dixie Hwy. Wilton Manors Clean-up Not Required Adjacent Low 37

L108 8944211 Broward AAA Auto Club 2630 N Dixie Hwy. Wilton Manors Clean-up Not Required Adjacent low 37

L109 8628129 Broward Barton & Miller Cleaners 2600 N Dixie Hwy. Wilton Manors No Documented Contamination Adjacent Low 37

L110 9100857 Broward Mercer Drycleaners 1212 NE 26th St. Wilton Manors No Documented Contamination Adjacent Low 37

L111 9501072 Broward Mercer Cleaners 1212 NE 26th St. Wilton Manors No Documented Contamination Adjacent Low 37

L112 9602369 Broward Haywood Inc. 1215 NE 17th Ct. Fort Lauderdale No Documented Contamination Adjacent Low 37

L113 9400817 Broward Georgia Stevens Propery 1646 NE 12th Tr. Fort Lauderdale No Documented Contamination Adjacent Low 37

L114 9800818 Broward Brewster Robert T. Property 1501 NE 13th Ave. Fort Lauderdale No Documented Contamination Adjacent Low 37

L115 8622328 Broward Cemex - Sunrise Ready - Mix 1050 NE 5th Tr. Fort Lauderdale Clean-up Not Required Adjacent Low 38

L116 8732557 Broward Riteway Leather Ref Inc. 725 Progresso Dr. Fort Lauderdale No Documented Contamination 40 Low 39

L117 9500339 Broward Right Way Leather Refinishers & DC 725 Progresso Dr. Fort Lauderdale No Documented Contamination 40 Low 39

L118 8622577 Broward FO-LO Trust 535 NW 1st Ave. Fort Lauderdale Clean-up Not Required Adjacent Low 39

L119 8622468 Broward FL Power & Light Co. #7632 209 NW 2nd St. Fort Lauderdale SRCO - Cleanup Complete Adjacent Low 39

L120 9802794 Broward Level 3 Communications LLC 200 NW 2nd St. Fort Lauderdale No Documented Contamination 40 Low 39

L121 8732214 Broward Former Gory Roof Tile 1773 NE 205th St. Fort Lauderdale No Regulatory Information Available Adjacent Low 39

L122 8841125 Broward Florida Dept. of Management Services 210 W Broward Blvd. Fort Lauderdale No Documented Contamination Adjacent Low 39

L123 9102325 Broward Broward County Government Center 115 S Andrews Ave. Fort Lauderdale No Documented Contamination Adjacent Low 39

L124 9800307 Broward Las Olas Riverfront LP 300 SW 1st Ave. Fort Lauderdale SRCO - Cleanup Complete 400 Low 39

L125 9400195 Broward City of Fort Lauderdale Riverwalk Brickell Ave. @ SW 1st Ave. Fort Lauderdale No Documented Contamination Adjacent Low 39

L126 8627682 Broward Riverfront Marina Inc. 420 SW 3rd Ave. Fort Lauderdale No Documented Contamination Adjacent Low 40

L127 8627627 Broward Mercury Services Property 430 S Flagler Ave. Fort Lauderdale No Regulatory Information Available 50 Low 40

L128 8733168 Broward Andys Garage 608 S Flagler Ave. Fort Lauderdale No Documented Contamination 40 Low 40

L129 9806113 Broward FL Power & Light - Orchid Substation 642 SW 2nd Ave. Fort Lauderdale SRCO - Cleanup Complete 50 Low 40

L130 9501187 Broward PCI Independent BMW Service 210 SW 14th St. Fort Lauderdale No Documented Contamination 43 Low 40

L131 9806058 Broward Petrochemical Transport - Road Spill SE 28th St. @ Railroad Fort Lauderdale SRCO - Cleanup Complete Adjacent Low 41
All Aboard Florida

Potential Contaminated Sites

L132 55102 Broward East Marsh Nursery Trash LF #1 1/4 Mile East of FLL Dania No Regualtory Information Available Adjacent Low 42

L133 55103 Broward East Marsh Nursery Trash LF #2 1/4 Mile East of FLL Dania No Regulatory Information Available Adjacent Low 42

L134 8501942 Broward Airport Chevron #47269 345 N Federal Hwy. Dania No Documented Contamination Adjacent Low 43

L135 8627809 Broward Broward Linen Service - Former 303 N Federal Hwy. Dania SRCO - Cleanup Complete Adjacent Low 43

L136 9500502 Broward My Dry Cleaners 322 E Dania Beach Blvd. Dania No Documented Contamination Adjacent Low 44

L137 8841656 Broward Color Rite Building Supply 14 SW 3rd Ave. Dania No Documented Contamination Adjacent Low 44

L138 8628040 Broward Settes Enterprises 401 SW 2nd Pl. Dania No Documented Contamination Adjacent Low 44

L139 9400063 Broward Aman Plastics 302 SW 4th Ct. Dania No Documented Contamination 40 Low 44

L140 9810400 Broward Former Hess Station 1476 Dixie Hwy. Dania Beach No Documented Contamination 50 Low 45

L141 9807953 Broward Cementcraft Inc. 2200 N Dixie Hwy. Hollywood No Documented Contamination 54 Low 45

L142 8502118 Broward Union 76 - Hoagie's 1402 N Dixie Hwy. Hollywood No Documented Contamination 50 Low 46

L143 8838036 Broward Goldman Property 614 N Dixie Hwy. Hollywood No Regulatory Information Available 50 Low 46

L144 9804786 Broward Moody Property 430 N Dixie Hwy. Hollywood No Documented Contamination 50 Low 46

L145 8622354 Broward Hollywood City - Fire Station #1 421 N 21st Ave. Hollywood No Regulatory Information Available 70 Low 46

L146 8945539 Broward State Supply Co. 224 N Dixie Hwy. Hollywood No Regulatory Information Available 50 Low 46

L147 9103671 Broward Bello Property 230 S Dixie Hwy. Hollywood No Documented Contamination 50 Low 46

L148 9200118 Broward Best German Auto Repair 440 S Dixie Hwy. Hollywood No Documented Contamination 50 Low 46

L149 9502230 Broward Wynona of Hollywood (Formerly) 500 S Dixie Hwy. Hollywood No Regulatory Information Available 50 Low 47

L150 9101728 Broward Gregs Landscaping 1008 S Dixie Hwy. Hollywood Clean-up Not Required 50 Low 47

L151 8502087 Broward Harry's Auto Repair 1148 S Dixie Hwy. Hollywood No Documented Contamination 50 Low 47

L152 8841660 Broward Atlantic Asphalt 500 NE 1st Ave. Hallandale No Documented Contamination 70 Low 48

L153 9101852 Broward Firestone #46698288 S Dixie Hwy. @ Hallandale Blvd. Hallandale No Regulatory Information Available 50 Low 48

L154 8731770 Broward Smith Plumbing Inc. 824 S Dixie Hwy. Hallandale No Regulatory Information Available 50 Low 48

L155 8733338 Miami-Dade A&S Transmission Inc. 18110 Biscayne Blvd. North Miami Beach No Documented Contamination Adjacent Low 51

L156 9500250 Miami-Dade Spotmaster Clean (Formerly) 17900 Biscayne Blvd. North Miami Beach No Documented Contamination Adjacent Low 51

L157 9800004 Miami-Dade Spotmaster Cleaners Inc. 18000 Biscayne Blvd. North Miami Beach No Regulatory Information Available Adjacent Low 51

L158 9811153 Miami-Dade Taharah Inc. DBA Classic Cleaners 17841 Biscayne Blvd. North Miami Beach No Documented Contamination Adjacent Low 51

L159 9602388 Miami-Dade Fl Department of Transportation - ROW Biscayne Blvd. @ 163rd St. North Miami Beach No Documented Contamination Adjacent Low 52

L160 9809228 Miami-Dade SAE Institute 16051 W Dixie Hwy. North Miami Beach SRCO - Cleanup Complete Adjacent Low 52

L161 9808037 Miami-Dade Miami-Dade WSA Offsite Chlorine Bldg. 15500 Biscane Blvd. North Miami Beach No Documented Contamination Adjacent Low 52

L162 100001 Miami-Dade Taylor Park 15450 . Dixie Hwy. North Miami Beach No Documented Contamination Adjacent Low 52

L163 9801698 Miami-Dade Citgo Station 15200 Biscayne Blvd. North Miami Beach No Documented Contamination 26 Low 52

L164 9102624 Miami-Dade Prestige Motorcar Imports Inc. 14800 Biscayne Blvd. North Miami Beach No Documented Contamination Adjacent Low 52

L165 8521979 Miami-Dade Cemex - North Miami Ready - Mix 2001 NE 146th St. North Miami Beach SRCO - Cleanup Complete Adjacent Low 53

L166 9811115 Miami-Dade OXXO Care Cleaners 14490 Biscayne Blvd. #106 North Miami Beach No Documented Contamination Adjacent Low 53

L167 8944556 Miami-Dade Blanchard Machinery Inc. 14301 NE 19th Ave. North Miami Beach No Documented Contamination Adjacent Low 53

L168 8505565 Miami-Dade Sunoco FOK Service Inc. 14200 Biscayne Blvd. North Miami Beach SRCO - Cleanup Complete Adjacent Low 53

L169 9200479 Miami-Dade Metro Limo Inc. 1995 NE 142nd St. North Miami SRCO - Cleanup Complete Adjacent Low 53

L170 8622072 Miami-Dade Battery Sales Inc. 12275 NE 13th Ave. North Miami Clean-up Not Required Adjacent Low 53

L171 59840 Miami-Dade Envirosafe Recycling 12050 NE 14th Ave. North Miami Inactive Site. NFAP 2002 800 Low 54

L172 98224 Miami-Dade Public Works Complex Debris Staging Area 893 NE 109th St. Biscayne Park Proposed Dump Site. No Assessment Information 500 Low 55

L173 9502793 Miami-Dade Tropical Chevrolet 8880 Biscayne Blvd. Miami Shores No Documented Contamination Adjacent Low 56

L174 8522055 Miami-Dade El Portal Village 500 NE 87th St. Miami Shores No Documented Contamination Adjacent Low 56

L175 8733415 Miami-Dade South Fl Water Management District S-27 NE 82nd St. & 4th Ct. Miami No Documented Contamination Adjacent Low 57

L176 9202233 Miami-Dade Beloff Painting Co. Inc. 7525 NE 3rd Pl. Miami No Documented Contamination Adjacent Low 57

L177 8839457 Miami-Dade X-Ray Equipment Co. 7500 NE 4th Ct. Miami SRCO - Cleanup Complete Adjacent Low 57

L178 9701200 Miami-Dade Walton Wholesale 7110 NE 4th Ct. Miami Cleanup Not Required Adjacent Low 57

L179 9500068 Miami-Dade Stobs Brothers Storage Utility 7010 NE 4th Ct. Miami No Documented Contamination Adjacent Low 57

L180 9600285 Miami-Dade Dade Towel Co. 7000 NE 4th Ct. Miami No Regulatory Information Available Adjacent Low 57

L181 9046353 Miami-Dade Citgo - Lemmon City 421 NE 61st St. Miami SRCO - Cleanup Complete 77 Low 58

L182 9800443 Miami-Dade Antique Shop 3535 NE 2nd Ave. Miami No Documented Contamination 79 Low 59

L183 8629015 Miami-Dade Ft Dallas Docks Inc. 160 NE 30th St. Miami No Regulatory Information Available Adjacent Low 60

L184 8945123 Miami-Dade Tarmac FL Inc - Buena Vista Concrete Plant 3111 North Miami Ave. Miami SRCO - Cleanup Complete Adjacent Low 60

L185 9501815 Miami-Dade Miller Machinery and Supply Co. 127 NE 27th St. Miami No Regulatory Information Available Adjacent Low 60

L186 9101148 Miami-Dade Fl East Coast Properties 62 NE 27th St. Miami SRCO - Cleanup Complete Adjacent Low 60
All Aboard Florida

Potential Contaminated Sites

L187 9806630 Miami-Dade F P & L - Overtown Substation 77 NE 20th St. Miami No Documented Contamination Adjacent Low 60

L188 99980 Miami-Dade Biscayne Park NE 1st Ct. @ NE 19th St. Miami No Documented Contamination Adjacent Low 60

L189 59749 Miami-Dade Sun Recycling #6 2000 N Miami Drive Miami No Documented Contamination Adjacent Low 60

L190 9700107 Miami-Dade Community Partnership for Homeless Inc. 1550 North Miami Ave. Miami No Documented Contamination Adjacent Low 61

L191 8944027 Miami-Dade Abboud Station 1401 NW 1st Ave. Miami No Documented Contamination Adjacent Low 61

L192 9803820 Miami-Dade MCI 666 North Miami Ave. Miami No Documented Contamination Adjacent Low 61

L193 8945057 Miami-Dade AT&T 13 NW 6th St. Miami No Documented Contamination Adjacent Low 61

L194 9801720 Miami-Dade Level 3 Communications LLC 49 NW 5th St. Miami No Documented Contamination Adjacent Low 61

L195 8734440 Miami-Dade Bellsouth Telephone Inc. 45 NW 5th St. Miami No Documented Contamination Adjacent Low 61

L196 9502539 Miami-Dade Miami-Dade County GSA Property NW 3rd St. @ 1st Ave. Miami No Documented Contamination 120 Low 61

L197 9804893 Miami-Dade Stephen P. Clark Center 111 NW 1st St. Miami No Documented Contamination Adjacent Low 61

L198 9200477 Miami-Dade Dade County Courthouse Center 175 NW 1st Ave. Miami No Documented Contamination Adjacent Low 61

L199 9800911 Miami-Dade Miami-Dade Courthouse 73 W Flagler St. Miami No Documented Contamination Adjacent Low 61

KEY

CAR - Contamination Assessment Report

LCSR - Limited Closure Summary Report

MOP - Monitoring Only Plan

NAM - Natural Attenuation Monitoring

NFAP - No Further Action Proposal

PARM - Post-Active Remediation Monitoring

RAP - Remedial Action Plan

SAR - Site Assessment Report

SR - Source Removal

SRCO - Site Rehabilitation Completion Order 

TCAR -Tank Closure Assessment Report
!

!

.

.

! !

!

!

!

!

!

. .

.

.

.

.

.

#0

#0

West Palm

Beach –

North

N

DIXIE

HWY

QUADRILLE BLVD

N

DIXIE

HWY

FLAGLER DR

QUADRILLE BLVD

TAMARIND

AVE

N

DIXIE

HWY

PALM BCH LAKES BLVD

15 ST

N

O

LIVE

AVE

L4

L6

H1

H2

L3

L5

L1

L8

L9

L2

L7

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 1 OF 61

LOCATOR MAP

200

Feet
!

!

.

.

!

!

!

!

!

.

.

.

.

.

#0

West Palm

Beach –

Central

OKEECHOBEE BLVD

OKEECHOBEE BLVD

N

O

LIV

E

AV

E

LAKEVIEW AVE

FLAGLER DR

N

DIXIE

H

W

Y

LA

K

E

AV

E

FLAGLER DR

FLAGLER DR

S

DIXIE

H

W

Y

S

O

LIV

E

AVE

CLEMATIS ST

BANYAN BLVD

Q

U

A

D

RIL

L

E

B

LV

D

L13

H2

H3

L11

L9

L13

L10

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 2 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

.

.

.

.

#0

VALLETTE WAY

F

L

A

G

L

E

R

DR

PARK PL

DIXIE

H

W

Y

F

LAGLER

DR

S

OLIVE

AVE

BELVEDERE RD

S

DIX

EI H

W

Y

L

A

K

E

AV

E

L14

L16

L17

L18

L15

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 3 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

!

!

!

.

.

.

.

.

.

.

#0

SOUTHERN BLVD

S

O

LIVE

AV

E

LA

K

E

AV

E

G

E

O

RGIA

AV

E

NOTTINGHAM BLVD

PA

R

K

E

R

AVE

DIXIE

H

WY

L23

L19

L25

L24

L20

L21

L18

L22

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 4 OF 61

LOCATOR MAP

200

Feet
!.

!

!

!

!

!

!

.

.

.

.

.

.

FOREST HILL BLVD

PA

R

K

E

R

AV

E

G

E

O

R

GIA

AV

E

MADDOCK ST

BUNKER RD

L

A

K

E

AV

E

DIXIE

H

WY

M1

L28

L31

L30

L26

L29

L27

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 5 OF 61

LOCATOR MAP

200

Feet
!

!

.

.

GREGORY RD

FORDHAM DR

LAKESIDE DR

G

E

O

R

GIA

AV

E

N

D

S

T

N

A

ST

22 AVE N

DIXIE

H

WY

L33

L32

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 6 OF 61

LOCATOR MAP

200

Feet
!

.

13 AVE N

7 AVE N

10 AVE N

DIXIE

H

W

Y

N

D

S

T

N

A

S

T

L33

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 7 OF 61

LOCATOR MAP

200

Feet
!.

!

!

!

!

!

.

.

.

.

.

N

A ST

N

D

S

T

10 AVE S

6 AVE S

SA ST

LUCERNE AVE

LAKE AVE

S

D

S

T

DIXIE

H

WY

M2

L36

L34

L37

L35

L38

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 8 OF 61

LOCATOR MAP

200

Feet
!.

!

!

.

.

#0

#0

#0

S

D

ST

18 ST S

LANTANA RD

FEDERAL

HWY

10 AVE S

S

LAKESIDE

DR

12 AVE S

DIXIE

HWY

L41

L42

L40

M3

L43

L39

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 9 OF 61

LOCATOR MAP

200

Feet
!

!

.

.

OCEAN AVE

HYPOLUXO RD

LANTANA RD

BROADWAY

F

E

D

E

RA

L

H

WY

L43

L44

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 10 OF 61

LOCATOR MAP

200

Feet
HYPOLUXO RD

MINER RD

O

V

E

R

L

O

O

K

D

R

F

E

D

E

RA

L

H

WY

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 11 OF 61

LOCATOR MAP

200

Feet
GATEWAY BLVD

F

E

D

E

R

A

L

H

W

Y

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 12 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

!

!

!

.

.

.

.

.

.

.

EAST OCEAN AVE

OCEAN AVE

NE 10 AVE

BOYNTON BCH BLVD

S

EAC

REST

B

LVD

F

E

D

E

RAL

HWY

L46

L45

L51

L48

L47

L49

L50

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 13 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

!

!

!

.

.

.

.

.

.

.

WOOLBRIGHT RD

SEACREST

BLVD

F

E

D

E

RAL

HWY

L54

L57

L56

L58

L52

L53

L55

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 14 OF 61

LOCATOR MAP

200

Feet
SW 23 AVE

SE 23 AVE

SEACREST

BLVD

FE

D

E

RAL

HWY

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 15 OF 61

LOCATOR MAP

200

Feet
F

E

D

E

RAL

HWY

SWIN

TO

N

AV

E

GULFSTREAM BLVD

SEACREST BL V D

N

E

2

AVE

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 16 OF 61

LOCATOR MAP

200

Feet
!.

!

!

!

.

.

.

ATLANTIC AVE

SWINTO

N

AVE

NE 4 ST

F

E

D

E

RA

L

H

WY

SE 1 ST

S

E

6

AVE

SWIN

TO

N

AVE

GEORGE BUSH BLVD

NE 1 ST

N

E

2

AVE

N

E

6

AV

E

N

E

5

AV

E/O

L

D

DIXIE

M4

L61

L59

L60

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 17 OF 61

LOCATOR MAP

200

Feet
!

!

!

.

.

.

DIXIE

H

W

Y

SE 10 ST

FEDERAL

HWY

SW 10 ST

SE 1 ST

S

E

6

AV

E

SWIN

TO

N

AV

E

NE

5

AVE/OLD

DIXIE

L63

L62

L64

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 18 OF 61

LOCATOR MAP

200

Feet
#0

#0

#0

FEDERAL

HWY

DIXIE

H

W

Y

LINTON BLVD

L67

L65

L66

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 19 OF 61

LOCATOR MAP

200

Feet
NW 2 AVE

E COUNTRY CLUB BLVD

H

I

D

D

E

N

VA

LL

EY

B

LVD

L

I

N

DE

L

LB

LVD

COUNTRY CLUB BLVD

DIXIE HWY

FEDERAL HWY

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FECRailway

FECRailwayBuffer150ft.

ProposedStations

SolidWasteSites

Risk #0

Low

#0

Medium

#0

High

ContaminationSites

Risk

!.

Low

!.

Medium

!.

High

 ̄ MAP 2

0OF61

LOCATORMAP

200

Feet
CLINT MOORE RD

DIXIE

H

WY

F

E

D

E

RAL

HWY

NW 2

AVE

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 21 OF 61

LOCATOR MAP

200

Feet
!.

!

!

.

.

#0

SPANISH RIVER BLVD

F

E

D

E

RAL

HWY

DIXIE

H

W

Y

NW

2

AVE

YAMATO RD

L70

M5

L68

L69

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 22 OF 61

LOCATOR MAP

200

Feet
#0

#0

NW 28 ST

FEDERAL

HWY

NE 20 ST

NW 20 ST

DIXIE

H

WY

NW 2 AVE

M5

L70

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 23 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

!

!

!

!

.

.

.

.

.

.

.

.

SW

4

AV

E

NW

4

AV

E

PALMETTO PARK RD

GLADES RD

MIZNER BLVD

NW

2

AVE

DIXIE

H

W

Y

FEDERAL

HWY

L71

L71

L73

L77

L74

L78

L76

L75

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 24 OF 61

LOCATOR MAP

200

Feet
!

!

.

.

MIZNER BLVD

CAMINO REAL

W CAMINO REAL

SW

4

AVE

DIXIE

H

WY

FEDERAL HWY

L78

L79

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 25 OF 61

LOCATOR MAP

200

Feet
!.

#0

NE 2ND ST

DIXIE

HWY

US 1/ SR 5

NW 2 ST

DIXIE

H

WY

DIXIE

H

W

Y

HILLSBORO BLVD

NE 2 ST

SW 18 ST

FEDERAL HWY

L80

L81

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 26 OF 61

LOCATOR MAP

200

Feet
DIXIE

H

W

Y

S

DEERFIELD

AVE

NW 2 ST

HILLSBORO BLVD

SW 10 ST

SW

3

AVE

SE

2

AVE

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 27 OF 61

LOCATOR MAP

200

Feet
! !

!

. .

.

#0

NE 17 DR

SE 15 ST

SW 10 ST

NE

1

5

AVE

NE

15 AVE

NE 48 ST

S

DEERFIELD

AVE

SW 15 ST

DIXIE

H

W

Y

L83

L85 L84

L82

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 28 OF 61

LOCATOR MAP

200

Feet
!

.

NE

3

AVE

NE 33 ST

SAMPLE RD

DIXIE

H

W

Y

L86

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 29 OF 61

LOCATOR MAP

200

Feet
!.

!

!

.

.

NE 5 AVE

COPANS RD

NE 33 ST

N

E

3

AVE

DIXIE

H

W

Y

H4

L86

L87

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 30 OF 61

LOCATOR MAP

200

Feet
!

!

.

.

#0

NW 15 ST

NE 10 ST

DIXIE

H

W

Y

NE 5 AVE

L89

L88

L90

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 31 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

.

.

.

.

N

E

2

AV

E

NE 1 ST

NE 10 ST

DIXIE

HWY

W-SB

1-WAY

NW 6 ST

MLK BLVD

NW

6

AVE

N

E

5

AVE

NE 6 ST

N

E

1

8

AVE

SW 3 ST

ATLANTIC BLVD

DIXIE

H

WY

L93

L91

L90

L92

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 32 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

.

.

.

.

SW 3 ST

MCNAB RD

I-95

N

E

1

8

AVE

DIXIE

HWY

W-SB

1-WAY

DIXIE

H

W

Y

L94

L96

L97

L95

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 33 OF 61

LOCATOR MAP

200

Feet
!

!

!

.

.

.

I-95

N

E 15

AVE

NE 56 ST

CYPRESS CREEK RD

DIXIE

H

WY

L97

L98

L99

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 34 OF 61

LOCATOR MAP

200

Feet
!

!

!

.

.

.

#0

PROSPECT RD

NE

1

5

AVE

NE

16

AVE

NE 45 ST

COMMERCIAL BL

DIXIE HWY

L103

L102

L100

L101

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 35 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

.

.

.

.

#0

NE 34 CT

NE 38 ST

OAKLAND PARK BLVD

NE

16

AVE

DIXIE HWY

L103

L104

L105

L106

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 36 OF 61

LOCATOR MAP

200

Feet
!

!

!!

!

!

!

.

.

..

.

.

.

NE

16

AVE

NE 16 ST

DIXIE

H

WY

NE 17 CT

NE 18 ST

WILTON DRIVE

DIXIE HWY

DIXIE HWY

NE 26 ST

NE 15 AVE

L109

L107

L110

L111

L113

L112

L114

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 37 OF 61

LOCATOR MAP

200

Feet
!

.

NW 6 ST

NE16 ST

SUNRISE BLVD

NE 15 AVE

ANDREWS AVE

NE 3 AVE

N

F

L

A

G

L

E

R

D

R

N.E.4TH AVE.

DIXIE HWY

US 1/SR5/FEDERAL HWY

SUNRISE BLVD

NE 13 ST

L115

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 38 OF 61

LOCATOR MAP

200

Feet
!

!

! !

!

!

!

!

!

!

!

.

.

. .

.

.

.

.

.

.

.

#0

Ft. Lauderdale -

South

Ft. Lauderdale -

North

SW 4 AVE

SW 2 ST

SW

7

AVE

SW 2 ST

LAS OLAS BLVD

N

FLAGLER DR

E LAS OLAS BLVD

N

E

3

AVE

SE 2 ST

AN

D

REWS

AVE

NE 3 ST

NE 4 ST

NW

7

AVE

NW 4 ST

BROWARD BLVD

NE 2 ST

NW 6 ST

SE

3

AVE

L118

L118

L119

L126

L127

L116

L121

L122

L123

L125

L117

L120

L124

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 39 OF 61

LOCATOR MAP

200

Feet
! !

!

!

!

. .

.

.

.

SE 17 ST

SW 7 ST

SE 7 ST

DAVIE BLVD.

S

E

3

AV

E

A

N

D

R

EWS

AV

E

SW 4 AVE

L126 L127

L128

L130

L129

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 40 OF 61

LOCATOR MAP

200

Feet
!

.

FEC VEHICLE MAINTENANCE FACILITY

SE 24 ST

S

E

3

AVE

A

N

D

R

E

W

S

AV

E

SW 17 ST

SE 30 ST

U

S 1

SE 17 ST

SW 24 ST

SW

4

AV

E

R

EALIG

N. O

F

S

R

5

SW

2

AVE

L131

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 41 OF 61

LOCATOR MAP

200

Feet
#0

q®

FORT LAUDERDALE/HOLLYWOOD

INTERNATIONAL AIRPORT

q®

RT LAUDERDALE/HOLLYWOOD

NTERNATIONAL AIRPORT

'G'/FLL TO WB I-595

'G'/FLL TO WB I-595

A

N

D

R

E

W

S

AV

E

LOOP SB US1/ELLER DR

SW 2 AVE

EB I-595 TO NB US 1

SB US-1 TO WB I-595

'A'/SB US-1 TO FLL

ELLER DR

'A'/SB US-1

TO

FLL

'G'/FLL TO WB

I-595

SR 862/ INT 595

'B'/EB I595TO SB US1

REALIGN. OF SR 5

PERIMETER RD

L133

L134

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 42 OF 61

LOCATOR MAP

200

Feet
!

!

.

.

q®

FORT LAUDERDALE/HOLLYWOOD

INTERNATIONAL AIRPORT

'B'/EB I595TO

S

B

U

S1

'E'/NB US-1 TO FLL

'A'/SB US-1 TO FLL

'K'/FRM FLL TO FLL

F NB US1 TO FLL/PT

ON

RAMP

US1

FROM

FLL

'G'/FLL TO WB I-595

US 1

GRIFFIN ROAD

'D'/NB

US-1

TO

FLL

OLD GRIFFIN RD

TAYLOR RD

REALIGN. OF

SR

5

PERIMETER RD

L134

L135

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 43 OF 61

LOCATOR MAP

200

Feet
!.

!.

!

!

!

!

.

.

.

.

SW

2

AVE

DANIA BEACH BLVD

DIXIE HWY

STIRLING ROAD

PHIPPEN-WAITERS

R

D

US

1

H6

M7

L138

L137

L139

L136

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 44 OF 61

LOCATOR MAP

200

Feet
!

!

!

.

.

.

P

HIP

P

E

N-WAIT

E

R

S

R

D

S

W

2

AV

E

DIXIE HWY

N 19

AV

E

N

21 AV

E

SHERIDAN ST

TAFT ST

L142

L141

L140

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 45 OF 61

LOCATOR MAP

200

Feet
!.

!

!

!

!

!

!

!

!

.

.

.

.

.

.

.

.

#0

S

OUTHBOUND US-1/SR5

S 19

AV

E

S

21 AV

E

HOLLYWOOD BLVD

HARRISON ST

TYLER ST

JOHNSON ST

N

21 AV

E

N 19

AV

E

DIXIE

H

W

Y

M7

H7

L142

L145

L143

L146

L148

L147

L149

L144

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 46 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

!

.

.

.

.

.

WASHINGTON ST

N

E 1 AV

E

DIXIE

H

W

Y

PEMBROKE RD

S

21 AV

E

S 19

AV

E

U

S 1

L151

L152

L150

L148

L149

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 47 OF 61

LOCATOR MAP

200

Feet
!

!

!

.

.

.

SE 3 ST

S

E

4

AV

E

N

E 1 AV

E

OLD FEDERAL HWY

S

E 1 AV

E

HALLANDALE BCH BLVD

DIXIE

H

W

Y

U

S 1

L154

L152

L153

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 48 OF 61

LOCATOR MAP

200

Feet
S

E 1 AV

E

DIXIE

H

W

Y

US 1

SW 11 ST

NE 203 ST/IVES DAIRY

NE 199 ST/AVENTURA B

W

DIXIE

H

W

Y

BISCAYNE

BLVD

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 49 OF 61

LOCATOR MAP

200

Feet
!

!

.

.

!.

!

.

W

DIXIE

H

WY

WILLIAM LEHMAN CSWY

NE 186 ST/MIA GDNS D

WEST DIXIE HWY

BISCAYN

E

B

LVD

H8

H13

M9

L155

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 50 OF 61

LOCATOR MAP

200

Feet
!

!

.

.

!

!

!

!

.

.

.

.

NE 172 ST

NE 171 ST

BIS

C

AY

N

E

B

LV

D

WEST

DIXIE

HWY

H9

H8

L155

L156

L157

L158

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 51 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

!

!

.

.

.

.

.

.

#0 #0

#0

WEST

DIXIE

HWY

NE

22

AVE

NE 164 ST

NE 151 ST

NE 159 ST

SUNNY ISLES BLVD

NE 163 ST

WEST

DIXIE

HWY

BIS

C

AY

N

E

B

LV

D

L167

L168

L163

L165

L164

L159

L163

L161

L160

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 52 OF 61

LOCATOR MAP

200

Feet
!

!

!

!

!

.

.

.

.

.

#0

#0 #0

NE 135 STREET

NE

16 AVE

NE 135 ST

BISCAYNE

BLVD

H10

L167 L168

L168

L165

L167

L169

L166

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 53 OF 61

LOCATOR MAP

200

Feet
!

.

#0

NE 135 ST

NE 12 AVENUE

BISCAYN

E

B

LVD

NE 123 ST

NE 125 ST

NE 16 AVE

L174

L170

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 54 OF 61

LOCATOR MAP

200

Feet
#0

NE

6 AVE

MEMORIAL HWY

BISCAYNE

BLVD

GRIFFING BLVD

L175

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 55 OF 61

LOCATOR MAP

200

Feet
!

!

.

.

SHORELAND BLVD/NE 96

NE 103 ST

NE

10

AVENUE

GRAND CONCOURSE

NE 87 ST

NE

6 AVE

BISCAYNE

BLVD

L174

L173

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 56 OF 61

LOCATOR MAP

200

Feet
!.

!

!

!

!

!

!

.

.

.

.

.

.

NE 76 ST

NE 79 ST

N

E

2

AV

E

NW 71 ST

N

E

2

N

D

AV

E

N

E

4TH

C

T

NE 82 ST

BIS

C

AY

N

E

B

LV

D

M10

L175

L177

L179

L180

L176

L178

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 57 OF 61

LOCATOR MAP

200

Feet
!.

!

.

N

E

2

AV

E

FED

ERAL

HIG

HWAY

NE 54 ST

NE 62 ST/DR MLK JR B

NE 61 ST/DR MLK JR B

NE 4TH

CT

N

E

2

N

D

AV

E

BISCAYNE

BLVD

M11

L181

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 58 OF 61

LOCATOR MAP

200

Feet
!

.

JULIA TUTTLE CSWY

NW 36 ST

NW 46TH STREET

NE 36 ST

AIRPORT EXPWY

F

E

D

E

R

A

L

HIG

H

WAY

N

MIAMI AVE

BIS

CAYN

E

B

LVD

N

E

2

AVE

L182

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 59 OF 61

LOCATOR MAP

200

Feet
!.

!

!

!

!

!

!

.

.

.

.

.

.

#0

#0

NW 17 ST

NE 17 ST

NORTH

MIAMI AV

NE 1AVE

NE 15 STREET

NW

3RD

AVE

JUAN PABLO DUARTE AV

NE 20TH ST

NW

2N

D

AVENU

E

BISCAYNE

BLVD

N

MIAMI AVE

N

E

2

AVE

L192

L191

M12

L183

L184

L186

L185

L190

L187

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 60 OF 61

LOCATOR MAP

200

Feet
!

!

!

.

.

.

!

!

!

!

!

!

!

!

!

!

.

.

.

.

.

.

.

.

.

.

Miami – South

At Grade &

Central Elevated

Options

S

E 1 AV

E

NW 1 ST/O-W-P WB

N RIVER DR

N

W

2

N

D

AV

E

N

U

E

N

W

3

R

D

AV

E

SR 836 TOLL PLAZA

EB

E FLAGLER ST

N

E

2

AV

E

NE 1 ST/O-W-P WB

NE 5 ST

NE 6 ST

W FLAGLER ST

W FLAGLER ST

NE 15 STREET

NW 3RD STEET

NW 1 AV

NW/NE 13TH STREET

NW

3

CT

NW 6 ST

NW 5 ST

NW 11 STREET

NW 10 ST

NW & NE 14TH STREET

DOLPHIN EXPRESSWAY

NORTH

SOUTH

EXPWY

NW

3

AVE

N

W

2 AVE

N

E

1

AV

E

N

O

R

T

H

MIA

MI AV

M14

M13

M12

L195

L191

L193

L198

L196

L190

L192

L199

L194

L197

PALMBEACH

BROWARD

MIAMI-DADE

Legend

FEC Railway

FEC Railway Buffer 150 ft.

Proposed Stations

Solid Waste Sites

Risk

#0 Low

#0 Medium

#0High

Contamination Sites

Risk

!. Low

!. Medium

!.High

 ̄

MAP 61 OF 61

LOCATOR MAP

200

Feet
ATTACHMENT II

REGULATORY FILE REVIEW 

INFORMATION
High/Medium Risk Sites Summaries

High Risk Sites

H1. Cemex Construction – 501 7th Street, West Palm Beach. FDEP ID # 8514561: A hydrocarbon 

discharge occurred in August 1985. A RAP was implemented March 1992. A PARM was approved August 

2007. The risk assessment is based on the regulatory file information indicating the PARM was not 

implemented, and because the site is adjacent to the project corridor. 

H2. Palm Beach County Judicial Center – 414 N Dixie Highway, West Palm Beach. FDEP ID # 8630703: 

Hydrocarbon discharges occurred from several UST removals prior to 1990. A CAR submitted in May 

1990 documented contamination throughout the site. A CAR submitted in April 1994 verified 

contamination exists on site. The risk assessment is based on lack of documentation indicating that any

further assessments had been conducted or remedial actions implemented, and because the site is 

adjacent to the project corridor.

H3. El Campeon Acquisition – 440 Evernia St. West Palm Beach. FDEP ID# 8944518: Hydrocarbon 

Contamination was documented on site in December 1993. A RAP was submitted and approved in April 

1994. The risk assessment was assigned because the site is adjacent to the project corridor, and because 

the regulatory information indicating that remedial action was not undertaken. 

H4. Petroliance LLC Ber 09-21-41040C – 2451 NE 4th Ave., Pompano Beach. FDEP ID # 0811743: A 

hydrocarbon discharge was documented on site in February 2009, followed by a source removal. A SAR 

was submitted in November 2011 documenting groundwater contamination. A RAP was approved in 

April 2012. This risk assessment is due to lack of regulatory information indicating the RAP was 

implemented, and because the site is adjacent to the project corridor.

H5. Tire Recycling Systems – 616 NW 2nd Ave., Fort Lauderdale. FDEP ID# 55245: This is an active solid 

waste site with no regulatory information available. This risk assessment is based on the lack of any 

contamination assessments or monitoring conducted, and because the site is adjacent to the project 

corridor.

H6. J & L Feed and Supply – 133 SW 3rd Ave., Dania. FDEP ID# 8737224: A hydrocarbon discharge 

occurred during a UST removal in November 1991. A CAR was approved in December 1993. A source 

removal occurred January 1995. A NAMP was approved and implemented in August 2006, and 

suspended in December 2008 due to a low Petroleum Cleanup Site Priority score. Although some site 

cleanup was performed this risk assessment was based on the lack of documentation indicating site 

closure, and because the site is adjacent to the project corridor. 

H7. Master Craft Automotive – 800 N Dixie Highway, Hollywood. FDEP ID# 9806980: A hydrocarbon 

discharge occurred during a UST removal in May 2005. A source removal occurred June 2005. A RAP 

submitted in January 2012 has not yet been approved. This risk assessment is due to the lack of RAP 

implementation and the site’s close proximity to the project corridor.
H8. AMOCO #4357-Maule Lake – 18100 Biscayne Blvd., North Miami Beach. FDEP ID# 8505326: A 

Hydrocarbon discharge occurred in December 1986. A CAP was approved in January 1991 but no 

remedial action has been indicated in the regulatory files. No subsequent assessment has been 

conducted. This risk assessment is based upon the lack of remediation activities performed, and because 

the site is adjacent to the project corridor. 

H9. 181st Street Unlimited Car Washing – 18100 Biscayne Blvd., North Miami Beach. FDEP ID# 

8503539: A hydrocarbon discharged occurred in February 1995. No cleanup or site assessment is 

documented in the regulatory files. This risk assessment is based on the lack of remediation activities 

performed and because the site is adjacent to the project corridor. 

H10. Pace Dump – Biscayne Blvd. @ 147th St., North Miami Beach. FDEP ID# 60083: This is an inactive 

Solid Waste site. No regulatory information available. This risk assessment is based on the lack of any 

contamination assessment performed, and because the site is adjacent to the project corridor. 

H11. Pressler’s – NE 146th Street @ Biscayne Blvd., North Miami Beach. FDEP ID# 99220: Solid Waste 

site. No regulatory information available. This risk assessment is based on the lack of any contamination 

assessments performed, and because the site is adjacent to the project corridor. 

H12. Munisport – 14301 Biscayne Blvd., North Miami Beach. FDEP ID# 57135: Solid Waste site and a 

former NPL site. A RAP was implemented March 2002 and continued through September 2006. A MOP 

is ongoing. The risk assessment is based on lack of site closure and because the site is adjacent to the 

project corridor. 

H13. Trout Used Cars – 18395 W Dixie Highway, Miami. FDEP ID# 9101384: A hydrocarbon discharge 

was documented in February 1992 during a UST removal. A CAR/MOP was submitted and approved In 

August 1994. This risk assessment is based on no documentation of MOP results, and because the site is 

adjacent to the project corridor. 

Medium Risk Sites

M1. Triple M Petroleum – 6710 Georgia Avenue, West Palm Beach. FDEP ID# 8514160: A hydrocarbon 

discharge occurred during a UST removal in December 1988. A source removal occurred in May 2010. A 

LCSR in June 2010 indicated contamination still exists on site. No subsequent information is available. 

Although remediation activity occurred, this risk assessment is based on the June 2010 LCAR results and 

because the site is adjacent to the project corridor. 

M2. Lake Worth Recreation Complex – 1121 Lucerne Ave., Lake Worth. FDEP ID# 9809962: 

Hydrocarbon discharges are suspected to have occurred on the property prior to the 1960’s. A SAR 

submitted August 2008 verified that contamination exists on the property. A NAM was approved and 

implemented in April 2011 and is ongoing. This medium risk was assigned based on existing 

contamination at the site that is being monitored.
M3. U S Food Mart – 874 N Dixie Highway, Lantana. FDEP ID# 8514475: A hydrocarbon discharge 

occurred in October 1987 during a UST removal. A SAR submitted in August 1994 and a CAR submitted 

in May 1995 documented contamination on site. A RAP was implemented in May 2002. A MOP was 

implemented in January 2004 and continued through 2005. No additional information is available. This 

medium risk assessment is based on the RAP and MOP implementations, and because the site is located 

in close proximity to the project corridor. 

M4. Chevron- Flamingo – 301 E Atlantic Blvd., Delray Beach. FDEP ID# 8942634: A hydrocarbon 

discharge was documented during a June 1989 UST removal. A NAMP was implemented in November 

2006 and continued until September 2009. A LSRAP was approved in December 2009 and Implemented

in September 2010. A PARM was implemented in April 2012 and is ongoing. This risk assessment is 

based upon the remedial activities of the LSRAP and the PARM, and because of the proximity of the site

to the project corridor. 

M5. Avis Rent A Car Inc. – 1 NW Yamato Road, Boca Raton. FDEP ID# 8842045: A hydrocarbon 

discharge occurred in December 2011. A LSAR submitted in May 2012 was disapproved by Palm Beach 

ERM stating that a RAP was required to be submitted. This site’s risk assessment is Medium because of 

the site’s distance to the project corridor. 

M6. Boca Raton Army Airfield Dump – W of Old Dixie Highway, N of 20th Street, Boca Raton. FDEP ID# 

94293: Closed former solid waste site. The site is immediately west of the project corridor, has been 

paved over, and now serves as the City of Boca Raton Municipal Complex. There is no ongoing 

monitoring. Although the site is adjacent to the project corridor, this site’s risk assessment is based on 

the westerly direction of the groundwater flow, away from the project. 

M7. Titan Maritime Industries – 410 SW 4

th Terrace, Dania. FDEP ID# 9201874: A hydrocarbon 

discharge was documented in March 1992. A source removal occurred in June 1992. Although a source 

removal did occur, this site’s risk assessment is based on lack of site closure documentation, indicating 

that contamination may still exist.

M8. NE Community Center Dump – Charleston @ 24 Street, Hollywood. FDEP ID# 99394: This is a 

former Solid Waste site. This risk assessment is due to the site’s 1500-foot distance from the project 

corridor, but the lack of any assessment information does not preclude contamination. 

M9. Shell Station – 18560 Biscayne Blvd., Aventura. FDEP ID# 8504026: Two hydrocarbon discharges 

occurred in 1988. FDEP approved NFAPs for both in December 1994. Another hydrocarbon discharge 

occurred in May 1995 during a UST removal. Remediation activities were not conducted for many years 

due to modifications to the State reimbursement program. A SAR was approved in November 2010 and 

in January 2011 a NAM plan was implemented and is ongoing. This site’s risk assessment is based on low 

level contamination that remains on site and that the site is adjacent to the project area

M10. Crystal Springs Water Co. – 7580 NE 4th Ct., Miami. FDEP ID# 8522037: A hydrocarbon discharge 

occurred in November 1988 during a UST removal. An August 1990 CAR documented contamination,

and a RAP was approved in December 1991. A source removal occurred in February 1992 and a MOP 
was approved in June 1996. The last MOP quarterly report in the regulatory file is dated October 2000 

without closure. Although some remedial activities have occurred, this site’s risk assignment is based 

upon lack of closure documentation in the regulatory files and because it is adjacent to the project 

corridor. 

M11. Miami City ROW Former Dixie Transport – 5520 NE 4th Ave., Miami. FDEP ID# 9803397: A 

hydrocarbon discharge occurred during a UST removal in October 1996. A SAR submitted May 2001 

confirmed contamination. A NAM plan was approved in November 2002 but there is no implementation 

documentation in the regulatory files. DERM requested another SAR in May 2010 that has yet to be 

submitted. No additional information is available. Although not immediately adjacent to the project 

corridor, this site’s risk assessment is based upon documented contamination and the lack of remedial 

activities in the regulatory files. 

M12. A & B Container Repairs – 1551 NW 1st Ave., Miami. FDEP ID# 9804881: A hydrocarbon discharge 

occurred in February 2001. A SAR was submitted in May 2006 and a MOP implemented in February 

2007. A SSAR submitted in April 2012 indicated contamination remains on site. No additional 

information is available. This risk is assigned because the site is adjacent to the project corridor, and 

because remediation is still required. 

M13. Arena Ventures – 701 Arena Blvd., Miami. FDEP ID# 9047223: Contamination was suspected 

during a UST removal in February 2004. A RAP was approved in March 2004 and remedial activities were 

completed in April 2004. A PARM was implemented in July 2004 and monitoring continued through 

February 2007. A TCAR was submitted to PERA in November 2011, but was disapproved. A TCARA 

submission is pending. This risk is assigned because the site is adjacent to the project corridor, and 

because remediation is still required. 

M14. City of Miami Chilled Water Line Facility – 112 NW 3rd Street, Miami. FDEP ID# 8841986: A 

hydrocarbon discharge occurred in September 1995 during a UST removal. A SAR was approved in 

March 1999 and several source removals occurred over the next few years. SARs submitted in January 

2002, June 2006, and May 2008 indicated contamination remaining on site. A Source Removal Report 

submitted in September 2011 indicated that additional assessment is required. This risk is assigned 

because the site is adjacent to the project corridor, and because contamination remains. 
H1

CEMEX CONSTRUCTION
Department of Environmental

Resources Management

2300 North Jog Road. 4th Floor

West Palm Beach, FL 33411-2743

(561) 233-2400

FAX: (561| 233-2414

www. co. palm-beach. fl.usterm

Palm Beach County

Board of County

Commissioners

Addie L Greene. Chairperson

Jeff Koons, Vice Cliair

Karen T. Marcus

Warren H. Newell

Mary McCarty

Burt Aaronson

Jess R. Santamana

County Administrator

Robert Weisman

'An Equal Opportunity

Affirmative Action Employer"

August 31, 2007

Mr. David Senders, E.I.

ARCADIS U.S., Inc.

185 NW Spanish River Blvd., Suite 110

Boca Raton, FL 33431

Subject: Post Active Remediation Monitoring Plan Approval

Rinker Materials Corporation

501 7th Street

West Palm Beach, Palm Beach County

FDEP Facility ID# 508514561

Discharge Date: 08/27/85 (EDI)

Dear Mr. Sonders:

The Palm Beach County Department of Environmental Resources Management

(ERM), on behalf of the Florida Department of Environmental Protection (FDEP),

has reviewed the Quarter 1 Operation and Maintenance Report and Post Active

Remediation Monitoring (PARM) Plan dated August 28, 2007 (received August

30, 2007), submitted for the petroleum product discharge referenced above.

Pursuant to Paragraph 62-770.750(3)(a), Florida Administrative Code (F.A.C.),

ERM approves the PARM Plan.

A cost proposal to implement the monitoring plan at this facility needs to be

submitted. Please mail the proposal to me at the letterhead address.

Water-level measurements must be made immediately prior to each sampling

event. The analytical results (laboratory report), chain of custody record form,

cumulative summary tables as required by Subparagraph 62-770.600(8}(a}25.,

F.A.C. (updated as applicable), site map(s) that illustrate the most recent

analytical results, and the water-level elevation information (cumulative summary

table and most recent flow interpretation map), must be submitted to ERM

according to the time frame established in an executed work order.

The monitoring wells to be sampled, the sampling parameters, and the sampling

frequency are as follows:

) printed on racycleO paper

LP NAM-PRM Approval Letter
Mr. David Senders, E.I.

August 31. 2007

Page 2

Monitoring Weils Contaminants of Concern Frequency

MW-7, MW-8, MW-12, MW-13, BTEX, MTBE, PAHs, TRPHs Quarterly

MW-19R, MW-22, MW-23, MW24, MW-26, MW-27 and MW-28

If concentrations of contaminants of concern in any of the designated wells increase above the

action levels listed below, a verbal authorization request should be submitted to ERM so the well or

wells can be resampled no later than 30 days after the initial positive results are known. If the

results of the resampling confirm the initial sampling results, then the monitoring report referenced

in Paragraph 62-770.750(5)(d), F.A.C., must be signed and sealed by an appropriate registered

professional pursuant to Rule 62-770.490, F.A.C., and must include a recommendation as

described in Paragraph 62-770.750(5)(e), F.A.C.

Source wells: / ., / _/ y^

MW-12fMW-19Rf MW-22; MW-23\ MW-27 and MW-28: 100 ug/L Benzene; 200 ug/L MTBE;

140 ug/L Naphthalene; 50,000 ug/L TRPH.

Perimeter wells ftejTioorarv point of compliance):

MW-TTMW-SrMW-ISf MW^and MW-26^1 ug/L Benzene; 20 ug/L MTBE; 14 ug/L

Naphthalene; 5,000 ug/L TRPH.

If the applicable No Further Action criteria of Rule 62-770.680, F.A.C., are met at the end of the

monitoring period (for at least the last two sampling events), a Site Rehabilitation Completion

Report with a No Further Action Proposal, that summarizes the monitoring program and contains

documentation to support the opinion that the cleanup objectives have been achieved, must be

submitted to ERM as required in Subsection 62-770.750(7), F.A.C. If the applicable No Further

Action criteria of Rule 62-770.680, F.A.C., are not met following one year of monitoring, then the

monitoring report must include a recommendation as described in Paragraph 62-770.750(5)(e),

F.A.C.

The FDEP Facility Number for this facility is 508514561. Please use this identification on all future

correspondence with the FDEP or ERM. If you should have any questions concerning the review

or the needed proposal, please contact Philip G. Norton, Hydrogeologist at (561) 681-3867 or at

the letterhead address.

Sincerely,

David C. Gibson, P.G.

Senior Hydrogeologist

KLE/pgn

cc: Phil Norton, Palm Beach County ERM

Jeffrey R. Porter, Rinker Materials Corporation, 1501 Belvedere Road, West Palm Beach, FL

33406

LP NAM-PRM Approval Letter 02-26-07
H-2

PALM BEACH COUNTY JUDICIAL CENTER





H3

EL CAMPEON ACQUISITON




H4

PETROLIANCE LLC BER 09-21-41040C






H5

TIRE RECYCLING SYSTEMS

(No regulatory information available)
H6

J & L FEED AND SUPPLY


H7

MASTER CRAFT AUTOMOTIVE


H8

AMOCO #4357 – MAULE LAKE

























H9

181ST ST. UNLIMITED CAR WASHING








H10

PACE DUMP

(No Regulatory Information Available)
H11

PRESSLER’S

(No Regulatory Information Available)
H12

MUNISPORT

 i 

Table of Contents

1.0 Landfill Gas Monitoring Overview .......................................................................................................... 1

2.0 Description of Site Facilities ...................................................................................................................... 2

2.1 Gas Management System Components ............................................................................................. 2

3.0 Summary of LFG Monitoring Results .................................................................................................... 2

3.1 Temporary Facilities ......................................................................................................................... 3

3.2 Permanent Facilities .......................................................................................................................... 3

3.2.1 Perimeter Gas Probes ..................................................................................................................... 3

3.2.2 Tower 1 ............................................................................................................................................. 4

3.2.3 Tower 2 ............................................................................................................................................. 4

3.2.4 Garage 1 ........................................................................................................................................... 4

3.2.5 Biscayne Landing Boulevard .......................................................................................................... 4

4.0 Summary ..................................................................................................................................................... 4

5.0 Response to PERA Correspondence ........................................................................................................ 5

Tables

Table 1 Sales Trailer - Landfill Gas Monitoring Results 

Table 2 Sales Center - Landfill Gas Monitoring Results 

Table 3 Administration Building - Landfill Gas Monitoring Results 

Table 4 Perimeter Probes - Landfill Gas Monitoring Results 

Table 5 Tower 1 - Landfill Gas Monitoring Results 

Table 6 Tower 2 - Landfill Gas Monitoring Results 

Table 7 Garage 1 - Landfill Gas Monitoring Results 

Table 8 Utility Barrier at Biscayne Landing Boulevard - Landfill Gas Monitoring Results 

Figures 

Figure 1 Tower 1 Monitoring Locations 

Figure 2 Tower 2 Monitoring Locations 

Figure 3 Garage 1 Monitoring Locations 

Figure 4 BLB Utility Barrier Monitoring Locations 

Figure 5 Sales Trailer Monitoring Locations 

Figure 6 Sales Center Monitoring Locations 

Figure 7 Administration Building Monitoring Locations 

Figure 8 Perimeter Gas Probe Locations 

Figure 9 Overall Site Plan 

Appendices

Appendix A Sampling and Reporting Schedule 

Appendix B GEM 2000 Calibration Data 

Appendix C Field Guidance for Operation of GEMTM 2000 Gas Analyzer 

Appendix D 3rd Quarter 2011 Field Sampling Sheets 

Appendix E Methane Concentration Versus Time Data and Graphs 

Appendix F Quest Controls Correspondence 

Appendix G PERA Correspondence 
 1 

1.0 Landfill Gas Monitoring Overview 

ES Consultants, Inc. (ESC) has prepared this quarterly Gas Monitoring Report (GMR) No. 32 on behalf 

of the City of North Miami (CNM). This report presents the results of the gas monitoring activities 

completed at the Biscayne Landing (BL) development site (formerly known as the Munisport Landfill) in 

North Miami, Florida in November 2011 for the third event of 2011. 

Gas management and monitoring plans have been prepared and approved for several facilities at the BL 

site. The gas management plans and monitoring systems for temporary facilities are regulated by the 

Miami-Dade County Department of Permitting, Environment and Regulatory Affairs (PERA). Systems 

installed in permanent facilities, as part of the final closure and re-development of the site, are regulated 

by the Florida Department of Environmental Protection (FDEP) and are detailed in the Methane Gas 

Management Plan (MGMP) included in the FDEP Landfill Closure Permit (No. 0219514-009-SF). 

Perimeter gas probes were installed as required by the closure permit issued by the FDEP on December 9, 

2009. 

This quarterly report satisfies the reporting requirements established by PERA’s Pollution Remediation 

Section and in the site’s FDEP Solid Waste Closure Permit. As additional facilities or structures are added 

that require landfill gas (LFG) management and monitoring, they will be included in this report. 

Quarterly reports are submitted to PERA, FDEP, and Miami-Dade Fire and Rescue (MDFR). A summary 

of the sampling and reporting requirements are provided in Appendix A. A GEM-2000 gas meter is used 

to record field measurements. Calibration data for the GEM-2000 is provided as Appendix B. A 

description of the methane gas sampling methodology is provided as Appendix C. 

Field sampling sheets are provided as Appendix D. ESC has provided methane concentration versus time 

graphs for select gas probes in Appendix E. Additionally, temperature, barometric pressure and relative 

pressure readings were recorded at each sampling point. Field calibration of the GEM-2000 gas meter was 

conducted prior to sampling in each day using a gas mixture containing 15% methane by volume. 

For discussion purposes, the following terms are utilized in this report and are defined below. 

 Gas Vent or Collectors – Slotted or perforated PVC gas collection piping located within a gravel 

trench and below a building slab or membrane liner. Gas vents are utilized to collect gas fluxing 

from waste and divert the gas to exterior vents above grade. Vents are sampled to determine the 

quality of LFG diverted from beneath the building slab or other structures. 

 Sand layer – Layer of coarse sand or gravel located beneath the concrete slab, above a 60-mil 

high-density polyethylene (HDPE) membrane liner. Gas probes may be located within this sand 

layer. 

 Gas Probes – Perforated piping utilized for sampling within the sand layer between the concrete 

slab and the vapor barrier membrane. If elevated methane concentrations are detected in the 

probes, it would indicate LFG migration past the liner, which introduces the possibility of gas 

migration through the slab and into occupied or enclosed spaces. 

 Sampling tubes – Polymer-based tubing located in the crawl spaces and utilized to sample areas 

which are difficult to access. 
 2 

 Methane Gas Sensor – Continuous combustible gas sensor that monitors ambient lower explosive 

limit (LEL) conditions in crawl and select habitable spaces. 

2.0 Description of Site Facilities 

2.1 Gas Management System Components 

The following table summarizes the facilities presently monitored at the site, their gas management 

system components and the monitoring points for each structure. Data collected from these monitoring 

points are the basis of this GMR. 

Gas Management System Components and Monitoring Points for Site Facilities 

Facility Gas 

Vents 

Gas 

Probes/ 

Sampling 

Tubes 

Continuous Gas 

Sensors 

in Select Habitable 

Space (HS) or 

Crawl Space (CS) 

Permanent or 

Temporary 

Facility 

Sales Trailer1 ●2 HS Temporary 

Sales Center3 ● ● HS 

Administration 

Building1

● HS 

Tower 14 ● ● CS Permanent 

Tower 24 ● ● CS 

Garage 1 ● ● HS 

Biscayne Landing 

Boulevard 

● ● N/A5

Notes: 

1. The Sales Trailer and Administration Building are elevated on concrete blocks to allow dissipation of 

LFG through the crawl space. 

2. The Sales Trailer crawl space monitoring is conducted via ambient air sampling. 

3. The Sales Center does not contain a crawl space; instead, it is lined below the concrete floor slab with 

a geomembrane liner, which is passively vented by gravel trenches embedded with perforated PVC pipes 

below the liner. 

4. Towers 1 and 2 contain crawl spaces with perimeter louvers to induce air flow. The waste beneath 

these structures was removed prior to construction. 

5. N/A = Not applicable. 

Figures 1 through 4 show the sampling points associated with the permanent facilities. Figures 5, 6, and

7 show the locations of the sampling points at the Sales Trailer, Sales Center and Administration 

Building, respectively. Figure 8 shows the sampling points associated with the perimeter gas probes. 

Figure 9 provides an overall site plan. 

3.0 Summary of LFG Monitoring Results 

ESC performed the LFG monitoring activities at the site and recorded, where necessary, additional 

information relating to the condition of the monitoring points, observed conditions, or other pertinent 

information. It should be noted that the relative pressures reported for this sampling event were slightly 
 3 

elevated; this is due to the instrument’s pressure transducer being zeroed at a slightly elevated pressure. 

Field calibration with the methane gas standards verified the accuracy of the methane and constituent gas 

readings, and thus the reported methane readings are considered to be accurate. In future sampling events 

ESC will ensure the calibration of the pressure transducer in the instrument. A summary of the monitoring 

events from this reporting period, conducted on November 17 and 18, 2011, are provided below. 

3.1 Temporary Facilities 

Tables 1, 2 and 3 present the current and historical gas monitoring results since March 2009 for the Sales 

Trailer, Sales Center, and Administration Building, respectively. A description of the location of the 

sampling points is also provided in the tables. 

According to project site personnel, methane gas sensors located within the temporary facilities did not 

report detections or alarms during this reporting period. 

Sales Trailer

Monitoring data for monitoring points at the Sales Trailer are included in Table 1. STPROBE2, located 

within the waste footprint of the site, recorded a steady-state reading of 1350% LEL. These readings are 

consistent with historical data. Appendix E presents the methane concentration versus time data for this 

monitoring point. 

 

Sales Center

Twelve (12) out of sixteen (16) monitoring points for the Sales Center reported 0% LEL, readings as 

reported in Table 2. Soil probes SCSOIL01 and SCSOIL02, both located within the waste footprint of the 

site, reported LFG with steady-state concentrations of 1332% LEL and 1382% LEL, respectively. These 

readings are consistent with historical data. Methane concentration versus time data for probes SCSOIL01 

and SCSOIL02 are included in Appendix E. 

Administration Building 

All nineteen (19) sampling points at the Administration Building reported 0% LEL readings (See Table 

3). 

3.2 Permanent Facilities 

3.2.1 Perimeter Gas Probes 

Table 4 lists the results of the November 2011 sampling event and the historical data for previous 

monitoring events since 2009 for the perimeter gas monitoring probes. Figures 8 and 9 show the 

locations of the perimeter gas probes. Eighteen (18) out of twenty (20) perimeter probes reported readings 

of 0% LEL. 

Since the installation of additional passive gas venting trenches in August 2011 to address the elevated 

methane concentrations at GP-5 cluster gas probes reported in previous sampling events (before August 

2011), this is the first monitoring event to monitoring these probes to evaluate the effectiveness of the 

installed trenches. 
 4 

Gas probes GP-5 and GP-5N both reported 0% LEL readings, and GP-5S reported a reading of 2% LEL. 

This decreased methane concentrations compared to the historical levels suggest that the additional 

passive gas venting trenches has been effective. The GP-5 cluster gas probes will continue to be sampled 

in future routine quarterly monitoring events to confirm these results. 

3.2.2 Tower 1 

According to project site personnel and Quest Controls, Inc. (Quest Controls), methane gas sensors 

located in Tower 1 did not report alarms in the third quarter. Quest Controls correspondence is included 

as Appendix F. 

Table 5 shows the results for the sampling conducted at Tower 1. The eight (8) sampling locations are 

shown in Figure 1. All gas probes and gas vents at Tower 1 reported readings of 0% LEL in the third 

quarter. These readings are consistent with the historical data for Tower 1. 

3.2.3 Tower 2 

According to project site personnel and Quest Controls, methane gas sensors located within Tower 2 did 

not report alarms in the third quarter. Quest Controls correspondence is included as Appendix F. 

Table 6 shows the results for the gas monitoring conducted at Tower 2 (See Figure 2 for the 19 sampling 

locations). All gas probes and gas vents reported readings of 0% LEL during this sampling event. These 

readings are consistent with the historical data for Tower 2. 

3.2.4 Garage 1 

According to project site personnel and Quest Controls, methane gas sensors located in Garage 1 did not 

report alarms in the third quarter. Quest Controls correspondence is included as Appendix F. 

Table 7 provides the results for the gas monitoring conducted at Garage 1, which is located across from 

Tower 1 and Tower 2 (See Figure 3 for the 15 sampling locations). All seven (7) gas probes around the 

base of Garage 1 reported readings of 0% LEL during this sampling event. Two (2) gas vents in Garage 1 

(PV-G1-3, and -5,) reported LFG concentrations above 0%. Elevated readings from vents are expected 

due to LFG being diverted to these venting locations and confirm that the gas collection system is 

operational. 

3.2.5 Biscayne Landing Boulevard 

Table 8 shows the results for the sampling activities conducted at the Utility Barrier (See Figure 4 for the 

five (5) sampling locations). Monitoring of the Utility Barrier spanning Biscayne Landing Boulevard 

reported results of 0% LEL in the three (3) gas probes and two (2) gas vents. These readings are 

consistent with historical data. 

4.0 Summary 

Based on sampling activities conducted for GMR No. 32, there is no reported migration of LFG into 

onsite structures. LFG concentrations at the site were generally reported within the historical results with 
 5 

the exception of GP-5 gas probe cluster. The methane concentrations at GP-5 gas probe cluster decreased 

compared to the previous sampling results, likely because the passive gas venting trenches installed in 

August 2011 adjacent the cluster are effective. 

5.0 Response to PERA Correspondence 

This section is to respond to PERA comments provided in their correspondence dated November 1, 2011 

(see Appendix G) regarding the Corrective Action Report (CAP) dated September 29, 2011 prepared by 

ESC. Please find below the original PERA comments in italics followed by ESC’s response. 

Comment #1 – The EAS concurs with the proposed continued quarterly monitoring as part of the 

evaluation of the modified Passive Gas Venting Trench’s effectiveness.

Response Acknowledged 

Comment #2 – The existing passive trench location in relation to GP-5, as depicted on Figure 1 of the 

current submittal, is inconsistent with the earlier site plans (attached). The above inconsistency shall be 

addressed in the next submittal.

Response The inconsistencies are due to the changes made in the field to the gas trenches subsequent to 

earlier, proposed site plans. 

The existing onsite trenches (218 LF) were installed in two phases: 80 LF of initial trench was installed in 

August 2010 and an additional 138 LF of trench was installed in August 2011. 

The initial 80 LF trench, as depicted on Figure 1 (dated July 2011) of Attachment G, was installed 

according to the proposed plan in Figure 2 (dated November 2008) of Attachment G. During the 

installation, the length and location of the trench was adjusted based on field conditions and elevated 

methane concentrations reported at GP-5N in one sampling event prior to installation (June 17, 2009) (see 

Table 4). 

The additional 138 LF of trench, as depicted on Figure 1 in our September 29, 2011 submittal, was 

installed according to the proposed plan in Figure 1 (dated July 2011) of Attachment G. During the 

installation, the locations and length of the trench was adjusted in the field because elevated methane 

concentrations were measured at GP-5S on the day of trench installation and it was determined by ESC 

that the extension of the gas trench further to the south, beyond GP-5S, was warranted. The trench 

installation details and as-built drawings were provided in the September 29, 2011 CAP to PERA. 

Comment #3 – The calibration data sheet for the current monitoring event and for all subsequent 

monitoring events shall be submitted.

Response See Attachment B. Gas analyzer calibration data will continue to be included in future gas 

monitoring reports. 
Tables 
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

N/Ae N/Ae N/Ae N/Ae NM NM NM N/Ae - 71.5 21.3 <<< <<< 30.15 0.00 77 1430 -

N/Ae N/Ae N/Ae N/Ae NM NM NM N/Ae - 73.4 26.3 <<< <<< 30.15 0.00 77 1468 -

N/Ae N/Ae N/Ae N/Ae NM NM NM N/Ae - NM NM NM NM NM NM NM NM -

N/Ae N/Ae N/Ae N/Ae NM NM NM N/Ae - NM NM NM NM NM NM NM NM -

N/Ae N/Ae N/Ae N/Ae NM NM NM N/Ae - 4.0 1.9 19.2 74.5 29.94 -0.04 91 80 -

N/Ae N/Ae N/Ae N/Ae NM NM NM N/Ae - 3.9 2.3 18.9 74.9 29.94 -0.04 91 78 -

N/Ae N/Ae N/Ae N/Ae NM NM NM N/Ae - 70.4 28.7 0.0 0.9 29.70 25.53 73 1408 -

N/Ae N/Ae N/Ae N/Ae NM NM NM N/Ae - 70.2 29.3 0.0 0.5 29.70 25.53 73 1404 -

N/Ae N/Ae N/Ae N/Ae NM NM NM N/Ae - 72.4 25.1 1.7 0.6 29.98 -0.15 64 1448 -

N/Ae N/Ae N/Ae N/Ae NM NM NM N/Ae - 70.3 28.5 0.9 0.0 29.98 -0.15 64 1406 -

N/Al N/Al N/Al N/Al NM NM NM N/Al - 81.9 22.5 0.0 <0.1 29.87 0.00 84 1638 -

N/Al N/Al N/Al N/Al NM NM NM N/Al - 83.1 16.8 0.0 <0.1 29.87 0.00 84 1662 -

N/Al N/Al N/Al N/Al NM NM NM N/Al - 71.0 29.0 0.2 0.0 29.90 7.27 90 1420 -

N/Al N/Al N/Al N/Al NM NM NM N/Al - 70.6 29.6 0.0 0.0 29.90 7.27 93 1412 240

N/Al N/Al N/Al N/Al NM NM NM N/Al - 67.2 32.7 0.0 0.1 29.89 -0.05 69 1344 120

N/Al N/Al N/Al N/Al NM NM NM N/Al - 67.1 32.9 0.0 0.0 29.89 -0.05 69 1342 300

N/Al N/Al N/Al N/Al NM NM NM N/Al - 66.2 30.7 0.0 3.1 29.94 -0.04 84 1324 300

N/Al N/Al N/Al N/Al NM NM NM N/Al - 66.2 30.7 0.0 3.1 29.94 -0.04 84 1324 300

N/Al N/Al N/Al N/Al NM NM NM N/Al - 67.1 31.9 0.0 1.0 29.96 -0.04 NM 1342 300

N/Al N/Al N/Al N/Al NM NM NM N/Al - 67.1 31.9 0.0 1.0 29.96 -0.04 NM 1342 300

N/Al N/Al N/Al N/Al NM NM NM N/Al 67.7 32.1 0.1 0.2 30.03 148.98 84 1354 60

N/Al N/Al N/Al N/Al NM NM NM N/Al 67.5 32.3 0.1 0.2 30.03 148.98 84 1350 300

0.0 0.0 20.6 79.4 30.15 0.0 77 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.0 20.6 79.3 30.15 0.0 77 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.0 21.1 78.9 29.86 0.0 88 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.0 21.0 79.0 29.86 0.0 88 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.1 20.6 79.3 29.94 -0.04 91 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.1 20.7 79.2 29.94 -0.04 91 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.1 22.0 77.9 29.70 25.53 73 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.1 22.0 77.9 29.70 25.53 73 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.0 20.8 79.1 29.98 -0.15 63 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.0 20.8 79.1 29.98 -0.15 63 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.0 17.9 82.0 29.87 0.00 86 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.0 17.8 82.1 29.87 0.00 86 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.0 19.3 80.6 29.90 7.27 89 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.0 19.3 80.6 29.90 7.27 89 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.0 20.4 79.6 29.89 -0.05 68 0 0 NM NM NM NM NM NM NM NM -

0.0 0.0 20.4 79.6 29.89 -0.05 69 0 300 NM NM NM NM NM NM NM NM -

0.0 0.1 19.1 80.8 29.94 -0.04 85 0 0 NM NM NM NM NM NM NM NM -

0.0 0.1 19.1 80.8 29.94 -0.04 85 0 120 NM NM NM NM NM NM NM NM -

0.0 0.0 20.9 79.1 29.96 -0.04 NM 0 0 NM NM NM NM NM NM NM NM -

0.0 0.0 20.9 79.1 29.96 -0.04 NM 0 300 NM NM NM NM NM NM NM NM -

0.1 0.0 18.8 81.0 30.03 148.98 83 1 0 NM NM NM NM NM NM NM NM -

0.0 0.0 18.8 81.1 30.03 148.98 83 0 300 NM NM NM NM NM NM NM NM -

Notes:

a. Readings not taken because the key to the lock was not available. 

b. The lock on this gas probe was rusted and could not be opened. Lock needs replacement.

c. Readings not available according to report by PBS&J.

d. Probe has been cut and capped below grade.

e. Probe has been removed.

f. Reading was above GEM 2000 methane by volume and %LEL range.

g. Samples collected from STINSIDE were not collected due to accessibility.

h. NM = not measured.

i. <<< = Outside of measurement range.

j. Barometric pressure in inches of mercury.

k. Relative pressure in inches of water.

l. Not found, Destroyed.

m. Beginning with data reported for Sept 2010, the the first reported value is the peak methane reading, and the second reported value is the steady state methane reading. If no methane was detected,

 the first reading reported is the initial reading, and the second reading is the steady state reading. Prior to Sept. 2010, the first reported value is the initial reading, and the second reported

 value is the final reading.

17-Nov-11

18-Dec-09

East side of the Sales Trailer

26-May-10

17-Nov-11

16-Jun-09

1-Jul-11

17-Jan-11

17-Mar-10

Crawl space below Sales Trailer

STCRAWL

STPROBE2 

Sales Trailer - Landfill Gas Monitoring Results

STPROBE1

14-Sep-10

17-Jun-09

West side of Sales Trailer

17-Mar-10

28-Sep-09

Table 1

1-Jul-11

30-Mar-11

14-Sep-10

Inside the Sales Trailer

26-May-10

16-Mar-09

18-Dec-09

28-Sep-09

STINSIDE 

16-Mar-09

30-Mar-11

17-Jan-11

1 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

0.0 0.0 18.5 81.5 30.08 0.00 80 0.0 - 0.0 0.0 19.2 81.1 30.08 0.00 80 0.0 -

0.0 0.0 18.4 81.5 30.08 0.00 80 0.0 - 0.0 0.0 18.7 81.4 30.08 0.00 80 0.0 -

0.0 0.0 21.0 78.9 29.86 0.0 88 0.0 - 0.0 0.0 21.0 78.9 29.86 0.0 88 0.0 -

0.0 0.0 19.2 80.6 29.86 0.0 88 0.0 - 0.0 0.0 19.9 80.0 29.86 0.0 88 0.0 -

0.0 0.2 18.7 81.1 29.90 -0.06 90 0.0 - 0.0 0.2 16.7 83.1 29.90 -0.06 90 0.0 -

0.0 0.2 18.4 81.3 29.90 -0.06 90 0.0 - 0.0 0.2 16.8 83.0 29.90 -0.06 90 0.0 -

0.0 0.3 14.7 80.0 29.75 24.59 76 0.0 - 0.0 0.3 18.2 81.6 29.75 24.59 74 0.0 -

0.0 0.2 19.8 80.0 29.75 24.59 76 0.0 - 0.0 0.1 18.3 81.6 29.75 24.59 74 0.0 -

0.0 0.0 20.8 79.1 29.98 -0.15 64 0.0 - 0.0 0.0 20.7 79.1 29.98 -0.15 66 0.0 -

0.0 0.0 19.1 80.8 29.98 -0.15 64 0.0 - 0.0 0.0 20.8 79.2 29.98 -0.15 66 0.0 -

0.0 0.1 17.1 82.5 29.87 0.00 83 0.0 - 0.0 0.0 17.5 82.4 29.87 0.00 86 0.0 -

0.0 0.1 17.4 82.4 29.87 0.00 83 0.0 - 0.0 0.0 17.9 82.0 29.87 0.00 86 0.0 -

0.0 0.1 19.1 80.7 29.90 7.27 86 0.0 - 0.0 0.0 19.8 80.2 29.90 7.27 87 0.0 -

0.0 0.0 19.2 80.7 29.90 7.27 86 0.0 120 0.0 0.0 19.8 80.1 29.90 7.27 86 0.0 120

0.0 0.1 20.1 79.8 29.89 -0.05 72 0.0 - 0.0 0.1 20.2 79.7 29.89 -0.05 71 0.0 -

0.0 0.0 20.3 79.7 29.89 -0.05 72 0.0 300 0.0 0.1 20.3 79.6 29.89 -0.05 71 0.0 300

0.0 0.0 19.3 80.7 29.93 0.06 84 0.0 0 0.0 0.3 19.1 80.6 29.93 0.06 85 0.0 0

0.0 0.0 19.4 80.6 29.93 0.06 84 0.0 120 0.0 0.0 18.9 80.9 29.93 0.06 85 0.0 120

0.0 0.4 20.5 79.1 29.96 0.04 NM 0.0 0 0.0 0.1 20.7 79.2 29.96 0.04 NM 0.0 0

0.0 0.2 20.2 79.6 29.96 0.04 NM 0.0 300 0.0 0.1 20.1 79.8 29.96 0.04 NM 0.0 300

0.4 0.3 18.3 81.3 30.06 148.86 81 2.0 0 0.0 0.0 17.7 81.5 30.06 148.86 80 0.0 0

0.0 0.0 18.6 81.3 30.06 148.86 79 0.0 300 0.0 0.0 18.5 81.4 30.06 148.86 80 0.0 300

0.0 0.0 18.1 81.8 30.08 0.0 80 0.0 - 0.0 0.0 17.2 82.7 30.08 0.0 80 0.0 -

0.0 0.0 18.0 81.9 30.08 0.0 80 0.0 - 0.0 0.0 18.1 81.5 30.08 0.0 80 0.0 -

0.0 0.0 21.0 78.9 29.86 0.0 88 0.0 - 0.0 0.0 21.0 78.9 29.86 0.0 88 0.0 -

0.0 0.0 19.7 80.2 29.86 0.0 88 0.0 - 0.0 0.0 20.0 79.8 29.86 0.0 88 0.0 -

0.0 0.1 15.7 84.2 29.90 -0.06 90 0.0 - 0.0 0.1 20.5 79.4 29.90 -0.06 90 0.0 -

0.0 0.2 15.4 84.4 29.90 -0.06 90 0.0 - 0.0 0.1 20.6 79.3 29.90 -0.06 90 0.0 -

0.0 0.2 15.3 84.5 29.75 24.59 73 0.0 - 0.0 0.0 17.2 82.8 29.75 24.59 72 0.0 -

0.0 0.1 15.4 84.5 29.75 24.59 73 0.0 - 0.0 0.0 17.3 82.7 29.75 24.59 72 0.0 -

0.0 0.0 20.7 79.1 29.98 -0.15 66 0.0 - 0.0 0.0 20.6 79.3 29.98 -0.15 65 0.0 -

0.0 0.0 20.7 79.2 29.98 -0.15 65 0.0 - 0.0 0.0 20.5 79.3 29.98 -0.15 64 0.0 -

0.0 0.0 16.3 83.5 29.87 0.00 84 0.0 - 0.0 0.0 16.2 83.7 29.87 0.00 84 0.0 -

0.0 0.0 16.4 83.5 29.87 0.00 84 0.0 - 0.0 0.0 16.1 83.7 29.87 0.00 85 0.0 -

0.0 0.0 18.4 81.6 29.90 7.27 87 0.0 - 0.0 0.0 17.3 82.7 29.90 7.27 86 0.0 -

0.0 0.0 17.8 82.1 29.90 7.27 86 0.0 240 0.0 0.0 17.1 82.8 29.90 7.27 85 0.0 120

0.0 0.0 18.8 81.2 29.89 -0.05 71 0.0 - 0.0 0.0 18.7 81.3 29.89 -0.05 72 0.0 -

0.0 0.0 19.0 80.9 29.89 -0.05 71 0.0 300 0.0 0.0 19.0 80.9 29.89 -0.05 72 0.0 300

0.0 0.0 18.1 81.9 29.93 0.06 85 0.0 0 0.0 0.0 17.7 82.3 29.94 -0.04 86 0.0 0

0.0 0.0 17.9 82.1 29.93 0.06 85 0.0 120 0.0 0.0 17.7 82.3 29.94 -0.14 86 0.0 120

0.0 0.2 19.9 79.9 29.96 0.04 NM 0.0 0 0.0 0.1 20.2 79.8 29.96 0.04 NM 0.0 0

0.0 0.3 16.9 82.8 29.96 0.04 NM 0.0 300 0.0 0.0 17.9 82.1 29.96 0.04 NM 0.0 300

0.0 0.0 18.4 81.5 30.06 148.86 80 0.0 0 0.0 0.1 15.8 84.0 30.06 148.86 80 0.0 0

0.0 0.1 15.8 84.0 30.06 148.86 80 0.0 300 0.0 0.0 18.4 81.5 30.06 148.86 79 0.0 300

0.0 0.0 18.5 81.5 30.08 0.0 79 0.0 - 0.0 0.0 19.1 81.3 30.08 0.0 80 0.0 -

0.0 0.0 18.7 81.3 30.08 0.0 79 0.0 - 0.0 0.1 18.5 81.3 30.08 0.0 78 0.0 -

0.0 0.0 21.0 78.9 29.86 0.0 88 0.0 - 0.0 0.0 21.0 78.9 29.86 0.0 88 0.0 -

0.0 0.0 20.0 79.9 29.86 0.0 88 0.0 - 0.0 0.0 19.3 80.5 29.86 0.0 88 0.0 -

0.0 0.1 20.5 79.3 29.90 -0.06 91 0.0 - 0.0 0.1 20.7 79.2 29.90 -0.06 91 0.0 -

0.0 0.1 20.6 79.3 29.90 -0.06 91 0.0 - 0.0 0.1 20.8 79.1 29.90 -0.06 91 0.0 -

0.0 0.0 16.9 83.0 29.75 24.59 71 0.0 - 0.0 0.2 19.9 79.9 29.75 24.59 73 0.0 -

0.0 0.2 20.4 79.4 29.75 24.59 71 0.0 - 0.0 0.1 19.9 80.0 29.75 24.59 73 0.0 -

0.0 0.0 20.6 79.3 29.98 -0.15 64 0.0 - 0.0 0.0 20.4 79.5 29.98 -0.15 64 0.0 -

0.0 0.0 20.4 79.4 29.98 -0.15 64 0.0 - 0.0 0.0 20.4 79.4 29.98 -0.15 64 0.0 -

0.0 0.0 16.5 82.7 29.87 0.0 85 0.0 - 0.0 0.1 17.1 82.7 29.87 0.0 83 0.0 -

0.0 0.0 18.0 81.9 29.87 0.0 85 0.0 - 0.0 0.0 17.3 82.6 29.87 0.0 83 0.0 -

0.0 0.0 19.5 80.5 29.90 7.3 86 0.0 - 0.0 0.0 18.4 81.4 29.90 7.27 86 0.0 -

0.0 0.0 19.6 80.4 29.90 7.3 86 0.0 120 0.0 0.0 18.4 81.5 29.90 7.3 86 0.0 120

0.0 0.0 18.7 81.3 29.89 -0.05 72 0.0 - 0.0 0.0 19.5 80.3 29.89 -0.05 72 0.0 -

0.0 0.0 19.2 80.9 29.89 -0.05 72 0.0 300 0.0 0.0 20.2 79.8 29.89 -0.05 72 0.0 300

0.0 0.1 18.3 81.5 29.94 -0.04 85 0.0 0 0.0 0.0 19.5 80.5 29.94 -0.04 85 0.0 0

0.0 0.1 18.8 81.1 29.94 -0.04 85 0.0 120 0.0 0.0 19.5 80.5 29.94 -0.04 85 0.0 120

0.0 0.1 20.4 79.5 29.96 0.04 NM 0.0 0 0.0 0.0 20.7 79.3 29.96 0.04 NM 0.0 0

0.0 0.1 20.0 79.9 29.96 0.04 NM 0.0 300 0.0 0.0 20.9 79.1 29.96 0.04 NM 0.0 300

0.1 0.0 18.5 81.3 30.06 148.86 80 1.0 0 0.0 0.0 18.6 81.2 30.06 148.86 81 0.0 0

0.0 0.4 17.1 82.4 30.06 148.86 80 0.0 300 0.0 0.0 18.6 81.3 30.06 148.86 81 0.0 300

30-Jun-11

Table 2

Sales Center - Landfill Gas Monitoring Results

13-Mar-09

SCPROB01

Foundation probe west side

SCPROB02 

17-Mar-10

26-May-10

30-Jun-11

16-Jun-09

17-Mar-10

28-Sep-09

17-Jan-11

30-Mar-11

17-Nov-11

26-May-10

Foundation probe west side Foundation probe west side

Foundation probe west side

SCPROB03

Foundation probe west side

SCPROB04

17-Jan-11

16-Jun-09

30-Mar-11

14-Sep-10

18-Dec-09

17-Nov-11

17-Nov-11

26-May-10

14-Sep-10

SCPROB06 

14-Sep-10

Foundation probe west side

30-Jun-11

28-Sep-09

30-Mar-11

28-Sep-09

18-Dec-09

16-Jun-09

13-Mar-09

17-Mar-10

18-Dec-09

SCPROB05

17-Jan-11

13-Mar-09

2 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 2

Sales Center - Landfill Gas Monitoring Results

0.0 0.0 18.1 81.9 30.08 0.0 79 0.0 - 0.0 0.0 18.7 81.2 30.08 0.0 79 0.0 -

0.0 0.0 18.2 81.7 30.08 0.0 79 0.0 - 0.0 0.0 18.6 81.1 30.08 0.0 79 0.0 -

0.0 0.0 21.0 78.9 29.86 0.0 88 0.0 - 0.0 0.0 21.0 78.9 29.86 0.0 88 0.0 -

0.0 0.0 20.5 79.4 29.86 0.0 88 0.0 - 0.0 0.0 19.5 80.4 29.86 0.0 88 0.0 -

0.0 0.1 15.8 84.1 29.90 -0.06 91 0.0 - 0.0 0.3 17.2 82.5 29.90 -0.06 91 0.0 -

0.0 0.1 16.1 83.8 29.90 -0.06 91 0.0 - 0.0 0.2 17.5 82.3 29.90 -0.06 91 0.0 -

0.2 0.2 18.7 81.1 29.70 25.53 73 4.0 - 0.0 0.2 20.1 79.6 29.70 25.53 73 0.0 -

0.1 0.2 18.1 81.7 29.70 25.53 73 2.0 - 0.0 0.1 20.5 79.4 29.70 25.53 73 0.0 -

0.0 0.0 18.4 81.5 29.98 -0.15 64 0.0 - 0.0 0.0 20.6 79.3 29.98 -0.15 67 0.0 -

0.0 0.0 18.2 81.6 29.98 -0.15 64 0.0 - 0.0 0.0 20.5 79.4 29.98 -0.15 67 0.0 -

0.0 0.0 15.7 84.1 29.87 0.00 82 0.0 - 0.0 0.0 18.1 81.8 29.87 0.00 84 0.0 -

0.0 0.0 15.9 84.0 29.87 0.00 82 0.0 - 0.0 0.0 18.1 81.7 29.87 0.00 84 0.0 -

0.0 0.0 16.9 83.1 29.90 7.27 86 0.0 - 0.0 0.0 19.5 80.4 29.90 7.27 85 0.0 -

0.0 0.0 16.7 83.2 29.90 7.27 85 0.0 120 0.0 0.0 19.6 80.4 29.90 7.27 85 0.0 120

0.0 0.1 17.6 82.3 29.89 -0.05 68 0.0 - 0.0 0.2 19.1 80.6 29.89 -0.05 68 0.0 -

0.0 0.0 18.3 81.6 29.89 -0.05 68 0.0 300 0.0 0.2 19.7 80.1 29.89 -0.05 68 0.0 300

0.0 0.2 16.4 83.3 29.94 -0.04 83 0.0 0 0.0 0.3 18.5 81.2 29.94 -0.04 82 0.0 0

0.0 0.2 16.7 83.6 29.94 -0.04 83 0.0 120 0.0 0.3 18.6 81.1 29.94 -0.04 82 0.0 120

0.0 0.1 20.7 79.2 29.96 0.04 NM 0.0 0 0.0 0.1 20.6 79.3 29.96 0.04 NM 0.0 0

0.0 0.6 15.5 83.9 29.96 0.04 NM 0.0 300 0.0 0.1 20.3 79.6 29.96 0.04 NM 0.0 300

0.0 0.0 17.9 82.1 30.06 148.86 81 0.0 0 0.0 0.0 18.4 81.5 30.06 148.86 80 0.0 0

0.0 0.4 16.7 82.8 30.06 148.86 81 0.0 300 0.0 0.0 18.7 81.3 30.06 148.86 80 0.0 300

0.0 0.0 19.5 80.5 30.08 0.0 79 0.0 - 0.0 0.0 17.2 81.8 30.08 0.0 79 0.0 -

0.0 0.0 19.5 80.9 30.08 0.0 79 0.0 - 0.0 0.0 17.4 81.5 30.08 0.0 79 0.0 -

0.0 0.0 21.0 78.9 29.86 0.0 88 0.0 - 0.0 0.0 21.0 78.9 29.86 0.0 88 0.0 -

0.0 0.0 19.5 80.4 29.86 0.0 88 0.0 - 0.0 0.0 18.5 81.4 29.86 0.0 88 0.0 -

0.0 0.1 18.1 81.8 29.90 -0.06 91 0.0 - 0.0 0.1 18.1 81.8 29.90 -0.06 91 0.0 -

0.0 0.1 19.2 80.7 29.90 -0.06 91 0.0 - 0.0 0.2 18.3 81.5 29.90 -0.06 91 0.0 -

0.0 0.1 18.2 81.7 29.70 25.53 73 0.0 - 0.0 0.0 17.0 83.0 29.70 25.53 74 0.0 -

0.0 0.1 18.8 81.1 29.70 25.53 73 0.0 - 0.0 0.0 16.9 83.0 29.70 25.53 74 0.0 -

0.0 0.0 20.8 79.2 29.98 -0.15 65 0.0 - 0.0 0.0 18.8 81.8 29.98 -0.15 66 0.0 -

0.0 0.0 20.4 79.5 29.98 -0.15 65 0.0 - 0.0 0.0 17.9 82.0 29.98 -0.15 66 0.0 -

0.0 0.0 17.6 82.2 29.87 0.00 83 0.0 - 0.0 0.0 14.7 85.2 29.87 0.00 85 0.0 -

0.0 0.0 18.0 81.7 29.87 0.00 83 0.0 - 0.0 0.0 14.8 85.2 29.87 0.00 85 0.0 -

0.0 0.0 19.6 80.3 29.90 7.27 85 0.0 - 0.0 0.0 16.1 83.9 29.90 7.27 85 0.0 -

0.0 0.0 19.7 80.3 29.90 7.27 85 0.0 120 0.0 0.0 15.9 84.0 29.90 7.27 85 0.0 120

0.0 0.2 19.3 80.1 29.89 -0.05 69 0.0 - 0.0 0.0 18.5 82.1 29.89 -0.05 69 0.0 -

0.0 0.0 19.9 80.0 29.89 -0.05 69 0.0 300 0.0 0.0 17.2 82.8 29.89 -0.05 69 0.0 300

0.0 0.1 18.0 81.9 29.94 -0.04 82 0.0 0 0.0 0.0 17.1 82.9 29.94 -0.04 83 0.0 0

0.0 0.1 18.6 81.3 29.94 -0.04 82 0.0 120 0.0 0.0 16.6 83.4 29.94 -0.04 83 0.0 120

0.0 0.1 20.7 79.2 29.96 0.04 NM 0.0 0 0.0 0.1 20.7 79.4 29.96 0.04 NM 0.0 0

0.0 0.2 20.0 79.8 29.96 0.04 NM 0.0 300 0.0 0.0 20.4 79.6 29.96 0.04 NM 0.0 300

0.0 0.0 17.3 82.7 30.06 148.86 79 0.0 0 0.0 0.0 18.1 81.8 30.06 148.86 79 0.0 0

0.0 0.0 18.1 81.8 30.06 148.86 79 0.0 300 0.0 0.0 18.1 81.8 30.06 148.86 79 0.0 300

76.5 20.4 0.2 2.1 30.08 0.00 80 1530 - 37.0 15.8 8.4 37.9 30.08 0.00 80 740 -

76.8 20.4 0.0 2.7 30.08 0.00 80 1536 - 51.1 20.9 5.7 35.7 30.08 0.00 80 1022 -

81.6 15.2 0.1 3.9 29.86 0.0 84 1632 - 55.5 4.1 0.7 39.1 29.86 0.0 84 1110 -

80.4 15.7 0.0 3.6 29.86 0.0 85 1608 - 61.6 5.1 1.1 32.0 29.86 0.0 84 1232 -

82.4 17.9 0.4 0.0 29.90 21.14 90 1648 - 67.9 6.2 0.6 25.0 29.90 21.14 90 1358 -

82.0 18.0 0.0 0.0 29.90 21.14 90 1640 - 67.7 6.3 0.4 25.6 29.90 21.14 90 1354 -

83.4 10.7 1.1 4.9 29.70 25.53 74 1668 - 73.4 5.0 0.1 21.8 29.70 25.53 72 1468 -

87.2 9.3 0.0 3.6 29.70 25.53 74 1744 - 73.5 5.0 0.0 21.4 29.70 25.53 72 1470 -

28.9 9.5 12.2 48.9 29.98 -0.15 69 578 - 60.8 6.1 3.3 29.7 29.98 -0.15 69 1216 -

71.7 20.6 2.1 5.3 29.98 -0.15 69 1434 - 61.9 7.4 2.7 28.0 29.98 -0.15 69 1238 -

72.5 26.6 0.0 0.0 29.87 0.00 85 1450 - 70.7 13.7 0.0 12.4 29.87 0.00 86 1414 -

84.6 15.2 0.0 0.0 29.87 0.00 85 1692 - 75.1 15.0 0.0 9.8 29.87 0.00 86 1502 -

74.1 23.8 0.0 2.0 29.90 7.27 88 1482 120 72.6 6.3 0.0 21.3 29.90 7.27 85 1452 180

73.9 24.6 0.0 1.4 29.90 7.27 86 1478 240 72.4 6.3 0.0 21.2 29.90 7.27 85 1448 240

63.3 29.1 0.0 7.7 29.89 -0.05 71 1266 240 52.8 24.5 0.0 22.7 29.89 -0.05 69 1056 120

63.2 29.1 0.0 7.7 29.89 -0.05 71 1264 300 51.9 25.3 0.0 22.8 29.89 -0.05 69 1038 300

55.6 29.2 0.0 15.2 29.94 -0.04 84 1112 300 49.2 24.3 0.0 26.5 29.94 -0.04 84 984 300

55.6 29.2 0.0 15.2 29.94 -0.04 84 1112 300 49.2 24.3 0.0 26.5 29.94 -0.04 84 984 300

50.9 31.0 0.0 17.9 29.96 0.04 NM 1018 300 52.4 25.9 0.0 21.7 29.96 0.04 NM 1048 300

50.9 31.0 0.0 17.9 29.96 0.04 NM 1018 300 52.4 25.9 0.0 21.7 29.96 0.04 NM 1048 300

68.8 24.8 0.7 5.6 30.06 148.86 89 1376 60 69.1 8.2 0.0 22.7 30.06 148.86 78 1382 300

66.6 23.8 1.2 9.4 30.06 148.86 89 1332 300 69.1 8.2 0.0 22.7 30.06 148.86 78 1382 300

SCSOIL02

17-Jan-11

Soil probe west side

18-Dec-09

28-Sep-09

26-May-10

17-Nov-11

17-Jan-11

30-Jun-11

30-Jun-11

16-Jun-09

13-Mar-09

Foundation probe east side Foundation probe east side

Foundation probe east side Foundation probe east side

14-Sep-10

17-Jan-11

14-Sep-10

17-Mar-10

SCSOIL01

Soil probe east side

18-Dec-09

17-Nov-11

30-Mar-11

30-Jun-11

28-Sep-09

17-Mar-10

26-May-10

16-Jun-09

26-May-10

13-Mar-09

17-Mar-10

16-Jun-09

30-Mar-11

17-Nov-11

SCPROB08 

30-Mar-11

18-Dec-09

SCPROB09 SCPROB10 

30-Sep-09

SCPROB07

14-Sep-10

13-Mar-09

3 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 2

Sales Center - Landfill Gas Monitoring Results

0.0 0.0 20.0 80.0 30.08 0.00 80 0.0 - 0.0 0.0 20.5 79.5 30.08 0.00 79 0.0 -

0.0 0.0 19.9 80.2 30.08 0.00 80 0.0 - 0.0 0.0 20.4 79.5 30.08 0.00 79 0.0 -

0.0 0.0 20.7 79.1 29.86 0.0 86 0.0 - 0.0 0.0 21.1 78.9 29.86 0.0 85 0.0 -

0.0 0.0 20.7 79.1 29.86 0.0 86 0.0 - 0.0 0.0 21.1 78.9 29.86 0.0 85 0.0 -

0.0 0.1 20.3 79.5 29.90 -0.06 90 0.0 - 0.0 0.6 19.4 80.0 29.90 -0.06 90 0.0 -

0.0 0.1 20.3 79.6 29.90 -0.06 90 0.0 - 0.0 0.4 19.9 79.7 29.90 -0.06 90 0.0 -

0.4 0.3 19.7 79.6 29.75 24.59 76 8.0 - 0.6 0.4 20.4 78.6 29.70 25.53 76 12.0 -

0.3 0.2 21.3 78.2 29.75 24.59 76 6.0 - 0.3 0.2 21.4 78.1 29.70 25.53 76 6.0 -

0.0 0.0 20.6 79.4 29.98 -0.15 67 0.0 - 0.1 0.3 19.9 79.6 29.98 -0.15 63 2.0 -

0.0 0.0 20.1 79.8 29.98 -0.15 67 0.0 - 0.1 0.2 20.2 79.4 29.98 -0.15 63 2.0 -

0.1 0.0 17.4 82.4 29.87 0.0 86 2.0 - 0.0 0.2 17.8 81.9 29.87 0.0 84 0.0 -

0.0 0.4 17.6 81.9 29.87 0.0 86 0.0 - 0.0 0.1 17.8 82.0 29.87 0.0 85 0.0 -

0.0 0.0 19.3 80.6 29.90 7.27 87 0.0 - 0.0 0.0 19.3 80.4 29.90 7.27 87 0.0 -

0.0 0.0 19.0 80.9 29.90 7.27 87 0.0 120 0.0 0.0 19.4 80.4 29.90 7.27 87 0.0 120

0.0 0.2 19.9 79.6 29.89 -0.05 70 0.0 - 0.1 0.1 20.3 79.6 29.89 -0.05 70 0.0 -

0.0 0.2 20.3 79.5 29.89 -0.05 70 0.0 300 0.0 0.0 20.4 79.6 29.89 -0.05 70 0.0 300

0.0 0.1 19.3 80.6 29.94 -0.04 84 0.0 0 0.1 0.0 19.4 80.4 29.94 -0.04 86 2.0 0

0.0 0.1 19.4 80.5 29.94 -0.04 84 0.0 120 0.0 0.0 19.6 80.4 29.94 -0.04 97 0.0 120

0.0 0.1 20.7 79.2 29.96 0.04 NM 0.0 0 0.0 0.3 20.6 79.0 29.96 0.04 NM 0.0 0

0.0 0.1 20.9 79.0 29.96 0.04 NM 0.0 300 0.0 0.1 20.7 79.2 29.96 0.04 NM 0.0 300

0.0 0.0 18.1 81.6 30.06 148.86 95 0.0 0 0.0 0.0 18.8 81.1 30.06 148.86 88 0.0 0

0.0 0.2 18.2 81.5 30.06 148.86 92 0.0 300 0.0 0.0 18.5 81.4 30.06 148.86 91 0.0 300

0.0 0.0 20.3 79.6 30.08 0.00 79 0.0 - 0.0 0.0 20.3 79.5 30.08 0.00 80 0.0 -

0.0 0.0 20.3 79.7 30.08 0.00 79 0.0 - 0.0 0.0 20.3 79.5 30.08 0.00 80 0.0 -

0.0 0.0 21.2 78.7 29.84 0.0 77 0.0 - 0.0 0.0 21.1 78.9 29.85 0.0 88 0.0 -

0.0 0.0 21.3 78.6 29.84 0.0 78 0.0 - 0.0 0.0 21.1 78.9 29.85 0.0 88 0.0 -

0.0 0.1 20.6 79.3 29.88 -0.06 82 0.0 - 0.0 0.1 20.4 79.5 29.90 -0.06 90 0.0 -

0.0 0.1 20.8 79.1 29.88 -0.06 82 0.0 - 0.0 0.1 20.9 79.0 29.90 -0.06 90 0.0 -

0.0 0.1 21.9 77.9 29.75 24.59 69 0.0 - 0.0 0.1 22.0 77.9 29.75 24.59 72 0.0 -

0.0 0.1 22.0 77.9 29.75 24.59 69 0.0 - 0.0 0.1 22.0 77.9 29.75 24.59 72 0.0 -

0.0 0.0 20.6 79.3 29.98 -0.15 71 0.0 - 0.0 0.0 20.7 79.2 29.98 -0.15 64 0.0 -

0.0 0.0 20.6 79.2 29.98 -0.15 71 0.0 - 0.0 0.0 20.7 79.2 29.98 -0.15 64 0.0 -

0.0 0.0 18.6 81.2 29.87 0.0 71 0.0 - 0.0 0.1 17.9 81.9 29.87 0.0 86 0.0 -

0.0 0.0 18.9 81.0 29.87 0.0 71 0.0 - 0.0 0.1 18.3 81.6 29.87 0.0 86 0.0 -

0.0 0.0 19.8 80.1 29.90 7.27 76 0.0 - 0.0 0.0 20.0 79.9 29.90 7.27 84 0.0 -

0.0 0.0 19.9 80.1 29.90 7.27 76 0.0 120 0.0 0.0 19.9 80.0 29.90 7.27 84 0.0 120

0.0 0.0 20.4 79.6 29.89 -0.05 68 0.0 - 0.0 0.0 20.4 79.6 29.89 -0.05 69 0.0 -

0.0 0.0 20.4 79.6 29.89 -0.05 68 0.0 300 0.0 0.0 20.4 79.6 29.89 -0.05 69 0.0 300

0.0 0.0 20.0 80.0 29.94 -0.04 80 0.0 0 0.0 0.1 19.1 80.8 29.94 -0.04 84 0.0 0

0.0 0.0 20.0 80.0 29.84 -0.04 80 0.0 120 0.0 0.1 19.1 80.8 29.94 -0.04 84 0.0 120

0.0 0.1 20.7 79.2 29.96 0.04 NM 0.0 0 0.0 0.1 20.8 79.1 29.96 0.04 NM 0.0 0

0.0 0.1 20.7 79.2 29.96 0.04 NM 0.0 300 0.0 0.0 20.9 79.1 29.96 0.04 NM 0.0 300

0.0 0.0 18.7 81.3 30.03 148.98 80 0.0 0 0.0 0.0 18.6 81.3 30.03 148.98 86 0.0 0

0.0 0.0 18.9 81.1 30.03 148.98 78 0.0 300 0.0 0.0 18.7 81.2 30.03 148.98 86 0.0 300

Notes:

a. Readings not taken because the key to the lock was not available. 

b. The lock on this gas probe was rusted and could not be opened. Lock needs 

 replacement. 

c. These sampling points were not yet installed.

d. NM = Not measured.

f. Barometric pressure in inches of mercury.

g. Relative pressure in inches of water.

h. Beginning with data reported for Sept 2010, the the first reported value is the peak methane reading, and the second reported value is the steady state methane reading. If no methane was 

 detected the first reading reported is the initial reading, and the second reading is the steady state reading. Prior to Sept. 2010, the first reported value is the initial reading, and 

 the second reported value is the final reading.

17-Mar-10

14-Sep-10

28-Sep-09

Outside Sales Center

16-Jun-09

Inside Sales Center

SCIN

17-Nov-11

SCOUT

SCVENT02

17-Nov-11

13-Mar-09

17-Jan-11

18-Dec-09

26-May-10

17-Jan-11

30-Mar-11

14-Sep-10

30-Jun-11

30-Jun-11

30-Mar-11

16-Mar-09

Foundation vent east side

26-May-10

28-Sep-09

Foundation vent west side

SCVENT01

18-Dec-09

16-Jun-09

17-Mar-10

4 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

0.0 0.0 20.3 79.6 30.08 0.00 78 0.0 - 0.0 0.0 20.4 79.7 30.08 0.00 78 0.0 -

0.0 0.0 20.3 79.6 30.08 0.00 78 0.0 - 0.0 0.0 20.4 79.7 30.08 0.00 78 0.0 -

0.0 0.0 20.0 79.9 29.92 0.00 84 0.0 - 0.0 0.0 20.0 79.9 29.92 0.00 84 0.0 -

0.0 0.0 20.0 79.9 29.92 0.00 84 0.0 - 0.0 0.0 20.0 79.0 29.92 0.00 84 0.0 -

0.0 0.1 20.6 79.3 29.89 -0.13 90 0.0 - 0.0 0.1 20.7 79.2 29.89 -0.13 91 0.0 -

0.0 0.1 20.6 79.3 29.89 -0.13 90 0.0 - 0.0 0.1 20.7 79.2 29.89 -0.13 91 0.0 -

0.0 0.3 19.9 79.6 29.61 <<< 74 0.0 - 0.0 0.6 20.1 79.2 29.61 <<< 73 0.0 -

0.0 0.5 20.3 79.1 29.61 <<< 74 0.0 - 0.0 0.1 20.9 79.0 29.61 <<< 73 0.0 -

0.0 0.0 20.7 79.2 29.95 0.00 62 0.0 - 0.0 0.0 20.7 79.2 29.95 0.00 62 0.0 -

0.0 0.0 20.7 79.2 29.95 0.00 62 0.0 - 0.0 0.0 20.6 79.3 29.95 0.00 62 0.0 -

0.0 0.0 17.9 82.0 29.78 -0.03 93 0.0 - 0.0 0.0 17.8 82.2 29.78 -0.03 93 0.0 -

0.0 0.0 17.9 82.0 29.78 -0.03 93 0.0 - 0.0 0.0 18.3 81.7 29.78 -0.03 93 0.0 -

0.0 0.0 19.9 80.0 29.91 7.38 77 0.0 0 0.0 0.0 19.7 80.2 29.91 7.38 77 0.0 0

0.0 0.0 19.8 80.1 29.91 7.38 77 0.0 120 0.0 0.0 19.9 80.0 29.91 7.38 77 0.0 120

0.0 0.2 19.9 79.8 29.80 0.02 69 0.0 0 0.0 0.0 20.1 79.9 29.80 0.02 69 0.0 0

0.0 0.0 20.2 79.6 29.80 0.02 69 0.0 300 0.0 0.0 20.4 79.6 29.80 0.02 69 0.0 300

0.0 0.1 19.1 80.8 29.88 -0.11 87 0.0 0 0.0 0.0 19.4 80.6 29.88 -0.11 87 0.0 0

0.0 0.2 19.0 80.8 29.88 -0.11 87 0.0 120 0.0 0.0 19.4 80.6 29.88 -0.11 87 0.0 120

0.0h 0.0 20.2 79.2 29.95 -3.70 NM 0.0 0 0.1h 0.0 20.4 79.0 29.95 -3.70 NM 2.0 240

0.0h 0.0 20.2 79.2 29.95 -3.70 NM 0.0 300 0.1h 0.0 20.3 79.1 29.95 -3.70 NM 2.0 300

0.0 0.0 19.0 81.0 30.04 148.81 75 0.0 0 0.0 0.0 18.9 81.1 30.04 148.81 73 0.0 0

0.0 0.0 19.1 80.9 30.04 148.81 75 0.0 300 0.0 0.0 19.0 81.0 30.04 148.81 73 0.0 300

0.0 0.0 20.3 79.6 30.08 0.00 78 0.0 - 0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 -

0.0 0.0 20.3 79.6 30.08 0.00 78 0.0 - 0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 -

0.0 0.0 20.0 79.9 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.0 20.0 79.9 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.0 20.8 79.2 29.89 -0.13 91 0.0 - 0.0 0.1 20.6 79.3 29.89 -0.13 91 0.0 -

0.0 0.0 20.8 79.2 29.89 -0.13 91 0.0 - 0.0 0.2 20.5 79.3 29.89 -0.13 91 0.0 -

0.0 0.8 19.4 79.8 29.61 <<< 74 0.0 - 0.0 0.6 19.1 80.2 29.61 <<< 74 0.0 -

0.0 0.8 20.5 79.7 29.61 <<< 74 0.0 - 0.0 0.6 20.1 79.3 29.61 <<< 74 0.0 -

0.0 0.0 20.8 79.1 29.95 0.00 62 0.0 - 0.0 0.0 20.7 79.1 29.95 0.00 61 0.0 -

0.0 0.0 20.7 79.2 29.95 0.00 62 0.0 - 0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 -

0.0 0.0 17.9 82.2 29.78 -0.03 93 0.0 - 0.0 0.0 17.5 82.3 29.78 -0.03 93 0.0 -

0.0 0.0 17.9 81.9 29.78 -0.03 93 0.0 - 0.0 0.0 18.0 82.0 29.78 -0.03 93 0.0 -

0.0 0.0 20.0 79.9 29.91 7.38 77 0.0 0 0.0 0.0 19.9 80.0 29.91 7.38 77 0.0 0

0.0 0.0 20.0 79.9 29.91 7.38 77 0.0 120 0.0 0.0 19.8 80.0 29.91 7.38 77 0.0 120

0.0 0.0 19.9 80.0 29.80 0.02 69 0.0 0 0.0 0.0 20.1 79.8 29.80 0.02 69 0.0 0

0.0 0.0 20.1 79.8 29.80 0.02 69 0.0 300 0.0 0.0 20.3 79.7 29.80 0.02 69 0.0 300

0.0 0.2 19.2 80.6 29.88 -0.11 88 0.0 0 0.0 0.0 18.9 81.0 29.88 -0.11 88 0.0 0

0.0 0.4 19.1 80.4 29.88 -0.11 88 0.0 120 0.0 0.0 19.1 80.9 29.88 -0.11 88 0.0 120

0.1h 0.0 20.3 79.0 29.95 -3.70 NM 2.0 60 0.0h 0.0 20.2 79.2 29.95 -3.70 NM 2.0 60

0.0h 0.0 20.2 79.2 29.95 -3.70 NM 0.0 300 0.0h 0.0 20.2 79.2 29.95 -3.70 NM 2.0 300

0.0 0.0 18.9 81.1 30.04 148.81 73 0.0 0 0.0 0.0 19.0 80.9 30.04 148.81 73 0.0 0

0.0 0.0 19.1 80.9 30.04 148.81 73 0.0 300 0.0 0.0 19.1 80.9 30.04 148.81 73 0.0 300

0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 - 0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 -

0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 - 0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.1 20.6 79.2 29.89 -0.13 91 0.0 - 0.0 0.0 20.8 79.2 29.89 -0.13 91 0.0 -

0.0 0.1 20.7 79.2 29.89 -0.13 91 0.0 - 0.0 0.1 20.9 79.0 29.89 -0.13 91 0.0 -

0.0 0.3 20.1 79.6 29.61 <<< 74 0.0 - 0.0 0.6 21.9 77.5 29.61 <<< 74 0.0 -

0.0 0.1 20.7 79.2 29.61 <<< 74 0.0 - 0.0 0.4 22.0 77.6 29.61 <<< 74 0.0 -

0.0 0.0 20.7 79.3 29.95 0.00 61 0.0 - 0.0 0.1 20.6 79.3 29.95 0.00 61 0.0 -

0.0 0.0 20.6 79.4 29.95 0.00 61 0.0 - 0.0 0.0 20.7 79.3 29.95 0.00 61 0.0 -

0.0 0.0 17.9 82.0 29.78 -0.03 93 0.0 - 0.0 0.3 18.0 81.4 29.78 -0.03 93 0.0 -

0.0 0.1 17.9 81.9 29.78 -0.03 93 0.0 - 0.0 0.0 18.1 81.9 29.78 -0.03 93 0.0 -

0.0 0.0 19.8 80.2 29.91 7.38 77 0.0 0 0.0 0.0 19.9 80.0 29.91 7.38 77 0.0 0

0.0 0.0 19.8 80.1 29.91 7.38 77 0.0 120 0.0 0.0 19.5 80.4 29.91 7.38 77 0.0 180

0.0 0.1 20.0 79.7 29.80 0.02 70 0.0 0 0.0 0.0 20.1 79.9 29.80 0.02 70 0.0 0

0.0 0.0 20.2 79.7 29.80 0.02 70 0.0 300 0.0 0.0 20.3 79.6 29.80 0.02 70 0.0 300

0.0 0.0 19.1 80.9 29.88 -0.11 89 0.0 0 0.0 0.4 18.9 80.7 29.88 -0.11 89 0.0 0

0.0 0.1 19.0 80.9 29.88 -0.11 89 0.0 120 0.0 0.2 18.9 80.8 29.88 -0.11 89 0.0 120

0.1h 0.0 20.4 78.9 29.95 -3.70 NM 2.0 300 0.0h 0.0 20.3 79.1 29.95 -3.70 NM 0.0 0

0.1h 0.0 20.4 78.9 29.95 -3.70 NM 2.0 300 0.0h 0.0 20.4 79.0 29.95 -3.70 NM 0.0 300

0.0 0.0 19.1 80.9 30.04 148.81 74 0.0 0 0.0 0.0 19.2 80.8 30.04 148.81 73 0.0 0

0.0 0.0 19.0 81.0 30.04 148.81 74 0.0 300 0.0 0.0 19.0 81.8 30.04 148.81 73 0.0 300 18-Nov-11

17-Jun-09

5-Jul-11

Crawl space, south end.

17-Jan-11

ACGM05

14-Sep-10

29-Sep-09

30-Mar-11

18-Dec-09

17-Mar-10

28-May-10

13-Mar-09

18-Dec-09

30-Mar-11

17-Jan-11

5-Jul-11

14-Sep-10

29-Sep-09

Crawl space, south end. 

ACGM06

28-May-10

18-Nov-11

ACGM04

Crawl space, south end

ACGM03

13-Mar-09

17-Jun-09

30-Mar-11

Crawl space, south end

Table 3

Administration Building - Landfill Gas Monitoring Results

13-Mar-09

ACGM02

Crawl space, south end

ACGM01

Crawl space, south end

17-Jun-09

5-Jul-11

18-Nov-11

29-Sep-09

28-May-10

17-Jan-11

18-Dec-09

14-Sep-10

17-Mar-10

17-Mar-10

5 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 3

Administration Building - Landfill Gas Monitoring Results

0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 - 0.0 0.0 20.4 79.6 30.08 0.00 78 0.0 -

0.0 0.0 20.3 79.6 30.08 0.00 78 0.0 - 0.0 0.0 20.4 79.5 30.08 0.00 78 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.1 20.7 79.2 29.89 -0.13 91 0.0 - 0.0 0.1 20.7 79.2 29.89 -0.13 91 0.0 -

0.0 0.1 20.7 79.2 29.89 -0.13 91 0.0 - 0.0 0.1 20.7 79.2 29.89 -0.13 91 0.0 -

0.0 0.2 22.0 77.8 29.61 <<< 74 0.0 - 0.0 0.3 21.8 77.8 29.61 <<< 74 0.0 -

0.0 0.1 22.0 77.8 29.61 <<< 74 0.0 - 0.0 0.2 21.8 78.1 29.61 <<< 74 0.0 -

0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 - 0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 -

0.0 0.0 20.7 79.3 29.95 0.00 61 0.0 - 0.0 0.0 20.7 79.3 29.95 0.00 61 0.0 -

0.0 0.4 17.9 81.5 29.78 -0.03 93 0.0 - 0.0 0.0 18.3 81.7 29.78 -0.03 93 0.0 -

0.0 0.1 18.2 81.5 29.78 -0.03 93 0.0 - 0.0 0.0 18.2 81.7 29.78 -0.03 93 0.0 -

0.0 0.0 19.8 80.1 29.91 7.38 77 0.0 0 0.0 0.0 19.8 80.1 29.91 7.38 77 0.0 0

0.0 0.0 19.8 80.1 29.91 7.38 77 0.0 120 0.0 0.0 19.9 80.0 29.91 7.38 77 0.0 120

0.0 0.0 20.1 79.9 29.80 0.02 71 0.0 0 0.0 0.0 20.3 79.6 29.80 0.02 71 0.0 0

0.0 0.0 20.0 79.9 29.80 0.02 71 0.0 300 0.0 0.0 20.4 79.6 29.80 0.02 71 0.0 300

0.0 0.2 18.9 80.8 29.88 -0.11 88 0.0 0 0.0 0.0 19.2 80.8 29.88 -0.11 89 0.0 0

0.0 0.2 18.9 80.8 29.88 -0.11 88 0.0 120 0.0 0.1 19.1 80.8 29.88 -0.11 89 0.0 120

0.1h 0.0 20.4 78.9 29.95 -3.70 NM 2.0 60 0.1h 0.0 20.3 79.0 29.95 -3.70 NM 2.0 180

0.0h 0.0 20.4 79.0 29.95 -3.70 NM 0.0 300 0.0h 0.0 20.4 79.0 29.95 -3.70 NM 0.0 300

0.0 0.0 19.2 80.8 30.04 148.81 73 0.0 0 0.0 0.0 19.0 81.0 30.04 148.81 73 0.0 0

0.0 0.0 19.1 80.9 30.04 148.81 73 0.0 300 0.0 0.0 19.1 80.9 30.04 148.81 73 0.0 300

0.0 0.0 20.4 79.6 30.08 0.00 78 0.0 - 0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 -

0.0 0.0 20.4 79.7 30.08 0.00 78 0.0 - 0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.0 20.8 79.2 29.89 -0.13 91 0.0 - 0.0 0.1 20.7 79.2 29.89 -0.13 90 0.0 -

0.0 0.0 20.9 79.1 29.89 -0.13 91 0.0 - 0.0 0.1 20.7 79.2 29.89 -0.13 90 0.0 -

0.0 0.3 21.9 77.8 29.61 <<< 74 0.0 - 0.0 0.6 22.0 77.4 29.61 <<< 74 0.0 -

0.0 0.2 22.0 77.8 29.61 <<< 74 0.0 - 0.0 0.4 22.0 77.5 29.61 <<< 74 0.0 -

0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 - 0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 -

0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 - 0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 -

0.0 0.0 18.0 82.0 29.78 -0.03 93 0.0 - 0.0 0.0 17.9 82.0 29.78 -0.03 93 0.0 -

0.0 0.4 17.8 81.9 29.78 -0.03 93 0.0 - 0.0 0.0 18.1 82.0 29.78 -0.03 93 0.0 -

0.0 0.0 19.8 80.0 29.91 7.38 77 0.0 0 0.0 0.0 19.7 80.2 29.91 7.38 77 0.0 0

0.0 0.0 19.8 80.0 29.91 7.38 77 0.0 120 0.0 0.0 19.9 80.1 29.91 7.38 77 0.0 120

0.0 0.0 19.5 80.5 29.80 0.02 72 0.0 0 0.0 0.0 18.8 80.9 29.80 0.02 72 0.0 0

0.0 0.3 19.5 80.2 29.80 0.02 72 0.0 300 0.0 0.0 20.2 79.8 29.80 0.02 72 0.0 300

0.0 0.3 18.8 80.9 29.88 -0.11 89 0.0 0 0.0 0.2 18.6 81.2 29.88 -0.11 89 0.0 0

0.0 0.2 18.9 80.9 29.88 -0.11 89 0.0 120 0.0 0.3 18.6 81.2 29.88 -0.11 89 0.0 120

0.1h 0.0 20.5 78.8 29.95 -3.70 NM 2.0 60 0.1h 0.0 20.5 78.8 25.95 -3.70 NM 2.0 60

0.1h 0.0 20.3 79.0 29.95 -3.70 NM 2.0 300 0.1h 0.0 20.4 78.9 25.95 -3.70 NM 2.0 300

0.0 0.0 18.9 81.0 30.05 147.79 76 0.0 0 0.0 0.0 19.0 81.0 30.05 147.79 85 0.0 0

0.0 0.0 19.0 81.0 30.05 147.79 76 0.0 300 0.0 0.0 19.0 81.0 30.05 147.79 85 0.0 300

0.0 0.0 20.3 79.6 30.08 0.00 78 0.0 - 0.0 0.0 20.4 79.6 30.08 0.00 78 0.0 -

0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 - 0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.1 20.6 79.3 29.89 -0.13 90 0.0 - 0.0 0.0 20.6 79.4 29.89 -0.13 90 0.0 -

0.0 0.1 20.6 79.3 29.89 -0.13 90 0.0 - 0.0 0.0 20.7 79.3 29.89 -0.13 90 0.0 -

0.0 0.3 21.9 77.8 29.61 <<< 74 0.0 - 0.0 0.1 22.0 77.9 29.61 <<< 74 0.0 -

0.0 0.1 22.0 77.9 29.61 <<< 74 0.0 - 0.0 0.2 21.9 77.9 29.61 <<< 74 0.0 -

0.0 0.0 20.8 79.1 29.95 0.00 61 0.0 - 0.0 0.0 20.7 79.1 29.95 0.00 61 0.0 -

0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 - 0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 -

0.0 0.0 18.2 82.0 29.78 -0.03 91 0.0 - 0.0 0.0 17.5 82.4 29.78 -0.03 92 0.0 -

0.0 0.0 18.1 82.0 29.78 -0.03 91 0.0 - 0.0 0.0 18.2 82.0 29.78 -0.03 92 0.0 -

0.0 0.1 19.1 80.6 29.91 7.38 77 0.0 0 0.0 0.0 19.6 80.3 29.91 7.38 77 0.0 0

0.0 0.2 19.0 80.7 29.91 7.38 77 0.0 120 0.0 0.0 19.5 80.3 29.91 7.38 77 0.0 120

0.0 0.0 19.5 80.6 29.80 0.02 70 0.0 0 0.0 0.0 20.3 79.7 29.80 0.02 69 0.0 0

0.0 0.0 19.9 80.0 29.80 0.02 70 0.0 300 0.0 0.0 20.4 79.6 29.80 0.02 68 0.0 300

0.0 0.6 18.4 80.9 29.88 -0.11 88 0.0 0 0.0 0.0 19.0 80.8 29.88 -0.11 90 0.0 0

0.0 0.5 18.5 80.9 29.88 -0.11 88 0.0 120 0.0 0.0 19.1 80.9 29.88 -0.11 90 0.0 120

0.1h 0.0 20.6 78.7 29.95 -3.70 NM 2.0 0 0.1h 0.0 20.5 78.8 29.95 -3.70 NM 2.0 0

0.1h 0.0 20.6 78.7 29.95 -3.70 NM 2.0 300 0.0h 0.0 20.6 78.8 29.95 -3.70 NM 0.0 300

0.0 0.0 18.9 81.1 30.05 147.79 74 0.0 0 0.0 0.0 19.0 81.0 30.05 147.79 74 0.0 0

0.0 0.0 19.0 81.0 30.05 147.79 74 0.0 300 0.0 0.0 19.0 81.0 30.05 147.79 74 0.0 300

ACGM09

Crawl space, north end

29-Sep-09

14-Sep-10

17-Mar-10

5-Jul-11

29-Sep-09

18-Nov-11

14-Sep-10

ACGM11

14-Sep-10

Crawl space, north end

18-Dec-09

17-Jun-09

13-Mar-09

18-Nov-11

Crawl space, north end

17-Jan-11

30-Mar-11

13-Mar-09

ACGM10

Crawl space, north end

17-Jan-11

ACGM12

Crawl space, south end

ACGM07

Crawl space, south end

18-Dec-09

29-Sep-09

17-Jun-09

17-Mar-10

30-Mar-11

28-May-10

13-Mar-09

ACGM08

5-Jul-11

18-Nov-11

5-Jul-11

30-Mar-11

17-Mar-10

18-Dec-09

17-Jan-11

28-May-10

17-Jun-09

28-May-10

6 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 3

Administration Building - Landfill Gas Monitoring Results

0.0 0.0 20.4 79.6 30.08 0.00 78 0.0 - 0.0 0.0 20.1 79.8 30.08 0.00 78 0.0 -

0.0 0.0 20.4 79.7 30.08 0.00 78 0.0 - 0.0 0.0 20.2 79.8 30.08 0.00 78 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 -

0.0 0.1 20.8 79.1 29.89 -0.13 92 0.0 - 0.0 0.1 20.6 79.3 29.89 -0.13 90 0.0 -

0.0 0.1 20.8 79.1 29.89 -0.13 92 0.0 - 0.0 0.1 20.7 79.2 29.89 -0.13 90 0.0 -

0.0 0.4 21.5 78.0 29.61 <<< 74 0.0 - 0.0 0.1 21.7 78.2 29.61 <<< 74 0.0 -

0.0 0.2 21.7 78.1 29.61 <<< 74 0.0 - 0.0 0.2 21.9 77.9 29.61 <<< 74 0.0 -

0.0 0.0 20.8 79.1 29.95 0.00 61 0.0 - 0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 -

0.0 0.0 20.8 79.1 29.95 0.00 61 0.0 - 0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 -

0.0 0.0 18.0 82.0 29.78 -0.03 92 0.0 - 0.0 0.0 18.1 81.8 29.78 -0.03 92 0.0 -

0.0 0.0 17.9 82.0 29.78 -0.03 92 0.0 - 0.0 0.0 18.1 81.9 29.78 -0.03 92 0.0 -

0.0 0.0 19.7 80.1 29.91 7.38 77 0.0 0 0.0 0.4 19.3 80.6 29.91 7.38 77 0.0 60

0.0 0.0 19.9 80.1 29.91 7.38 77 0.0 120 0.0 0.1 19.6 80.3 29.91 7.38 77 0.0 240

0.0 0.0 19.9 80.0 29.80 0.02 68 0.0 0 0.0 0.4 19.5 80.0 29.80 0.02 68 0.0 0

0.0 0.1 20.1 79.8 29.80 0.02 68 0.0 300 0.0 0.0 19.9 80.0 29.80 0.02 67 0.0 300

0.0 0.0 19.1 80.8 29.98 -0.11 89 0.0 0 0.0 0.0 19.1 80.8 29.88 -0.11 90 0.0 0

0.0 0.1 19.0 80.8 29.98 -0.11 90 0.0 120 0.0 0.0 19.2 80.8 29.88 -0.11 90 0.0 120

0.1h 0.0 20.6 78.7 29.95 -3.70 NM 2.0 60 0.1h 0.0 20.6 78.7 29.95 -3.70 NM 2.0 0

0.0h 0.0 20.6 78.8 29.95 -3.70 NM 0.0 300 0.0h 0.0 20.6 78.8 29.95 -3.70 NM 0.0 300

0.0 0.0 18.9 81.0 30.05 147.79 75 0.0 0 0.0 0.0 18.9 81.1 30.05 147.79 78 0.0 0

0.0 0.0 18.9 81.1 30.05 147.79 75 0.0 300 0.0 0.0 19.0 81.0 30.05 147.79 78 0.0 300

0.0 0.0 20.1 79.8 30.08 0.00 78 0.0 - 0.0 6.3 14.0 79.6 30.08 0.00 78 0.0 -

0.0 0.0 20.1 79.8 30.08 0.00 78 0.0 - 0.0 6.4 13.9 79.6 30.08 0.00 78 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 0.0 21.0 78.9 29.93 0.00 85 0.0 -

0.0 0.0 20.1 79.8 29.92 0.00 84 0.0 - 0.0 7.4 12.2 80.3 29.93 0.00 85 0.0 -

0.0 0.1 20.6 79.3 29.89 -0.13 90 0.0 - 0.0 6.0 14.2 79.8 29.89 -0.13 90 0.0 -

0.0 0.1 20.7 79.3 29.89 -0.13 90 0.0 - 0.0 6.1 14.2 79.7 29.89 -0.13 90 0.0 -

0.0 0.3 21.9 77.8 29.61 <<< 73 0.0 - 0.3 7.3 10.2 82.1 29.61 <<< 78 6.0 -

0.0 0.3 22.0 77.7 29.61 <<< 73 0.0 - 0.3 6.9 11.0 81.9 29.61 <<< 78 6.0 -

0.0 0.0 20.6 79.3 29.95 0.00 61 0.0 - 0.0 4.7 16.0 79.3 29.95 0.00 62 0.0 -

0.0 0.0 20.7 79.2 29.95 0.00 61 0.0 - 0.0 4.9 15.7 79.3 29.95 0.00 62 0.0 -

0.0 0.0 17.9 81.9 29.78 -0.03 92 0.0 - 0.0 9.3 12.6 81.7 29.78 -0.03 90 0.0 -

0.0 0.0 18.1 81.8 29.78 -0.03 92 0.0 - 0.0 5.0 13.4 81.5 29.78 -0.03 90 0.0 -

0.0 0.0 18.3 81.4 29.91 7.38 77 0.0 0 0.0 9.8 5.5 84.6 29.91 7.38 75 0.0 0

0.0 0.0 19.0 80.9 29.91 7.38 76 0.0 240 0.0 10.0 5.0 85.0 29.91 7.38 77 0.0 240

0.0 0.0 20.1 79.8 29.80 0.02 67 0.0 0 0.0 5.6 15.7 78.7 29.80 0.02 66 0.0 0

0.0 0.0 20.4 79.6 29.80 0.02 66 0.0 300 0.0 5.8 15.3 78.9 29.80 0.02 67 0.0 300

0.0 0.2 18.9 80.9 29.88 -0.11 90 0.0 0 0.0 6.4 13.5 80.1 29.88 -0.11 86 0.0 0

0.0 0.2 18.9 80.9 29.88 -0.11 90 0.0 120 0.0 6.6 13.1 80.3 29.88 -0.11 86 0.0 120

0.0h 0.0 20.6 78.8 29.95 -3.70 NM 0.0 0 0.1h 8.6 11.6 79.1 29.95 -3.70 NM 2.0 300

0.0h 0.0 20.6 78.8 29.95 -3.70 NM 0.0 300 0.1h 8.6 11.6 79.1 29.95 -3.70 NM 2.0 300

0.0 0.0 18.9 81.0 30.05 147.79 79 0.0 0 0.0 4.3 14.4 81.3 30.04 148.81 74 0.0 0

0.0 0.0 19.0 80.9 30.05 147.79 79 0.0 300 0.0 4.3 14.5 81.2 30.04 148.81 74 0.0 300

1.1 18.1 0.5 80.4 30.08 0.00 78 22.0 - 0.0 0.0 20.3 79.7 30.08 0.00 78 0.0 -

1.4 18.4 0.0 80.0 30.08 0.00 78 28.0 - 0.0 0.0 20.3 79.8 30.08 0.00 78 0.0 -

1.8 13.2 0.4 84.5 29.92 0.00 84 36.0 - 0.0 0.0 20.2 79.7 29.92 0.0 76 0.0 -

1.9 13.2 0.1 84.7 29.92 0.00 84 38.0 - 0.0 0.0 20.2 79.7 29.92 0.0 76 0.0 -

5.6 16.1 2.0 76.4 29.89 -0.13 90 112.0 - 0.0 0.0 20.6 79.4 29.89 0.00 80 0.0 -

4.8 15.2 3.5 76.5 29.89 -0.13 90 96.0 - 0.0 0.0 20.7 79.3 29.89 0.00 80 0.0 -

8.4 9.1 0.3 82.3 29.61 <<< 75 168.0 - 0.0 0.2 22.1 77.7 29.61 <<< 74 0.0 -

8.6 10.7 0.0 80.7 29.61 <<< 75 172.0 - 0.0 0.2 22.0 77.8 29.61 <<< 74 0.0 -

0.0 12.6 5.5 81.8 29.95 0.00 62 0.0 - 0.0 0.0 20.8 79.1 29.95 0.00 68 0.0 -

0.0 12.0 5.8 82.0 29.95 0.00 62 0.0 - 0.0 0.0 20.8 79.1 29.95 0.00 68 0.0 -

0.0 13.7 5.9 80.4 29.78 13.94 85 0.0 - 0.0 0.0 17.8 82.2 29.78 -0.03 87 0.0 -

0.0 13.7 5.0 81.2 29.78 13.94 85 0.0 - 0.0 0.0 18.0 81.9 29.78 -0.03 80 0.0 -

0.3 16.5 0.3 82.8 29.91 7.38 76 6.0 240 0.0 0.0 19.9 80.1 29.91 7.38 72 0.0 0

0.3 16.5 0.3 82.8 29.91 7.38 76 6.0 240 0.0 0.0 20.0 80.0 29.91 7.38 70 0.0 120

0.0 10.7 9.5 80.0 29.80 0.02 69 0.0 0 0.0 0.0 20.3 79.7 29.80 0.02 71 0.0 0

0.0 11.1 8.7 80.2 29.80 0.02 69 0.0 300 0.0 0.0 20.3 79.6 29.80 0.02 71 0.0 300

0.0 10.1 9.2 80.7 29.88 -0.11 87 0.0 0 0.0 0.0 19.2 80.7 29.88 -0.11 70 0.0 0

0.0 10.2 9.0 80.8 29.88 -0.11 86 0.0 120 0.0 0.0 19.4 80.6 29.88 -0.11 71 0.0 120

0.1h 15.0 3.7 80.6 29.95 -3.70 NM 2.0 180 0.1h 0.1 20.9 78.3 25.95 -3.70 NM 2.0 240

0.1h 14.9 3.5 81.0 29.95 -3.70 NM 2.0 300 0.0h 0.1 20.9 78.4 25.95 -3.70 NM 0.0 300

0.0 10.0 6.9 83.1 30.04 148.81 74 0.0 0 0.0 0.0 19.0 81.0 30.04 148.81 74 0.0 0

0.0 10.3 6.2 83.4 30.04 148.81 74 0.0 300 0.0 0.0 19.0 81.0 30.04 148.81 74 0.0 300

29-Sep-09

17-Mar-10

18-Nov-11

Inside the Admin. Comp.

17-Jan-11

ACGM14

17-Jun-09

14-Sep-10

18-Dec-09

28-May-10

14-Sep-10

30-Mar-11

13-Mar-09

17-Jun-09

17-Jun-09

5-Jul-11

ACSOIL02 ACIN

South of Administration Building

17-Jan-11

30-Mar-11

18-Nov-11

ACGM013

28-May-10

30-Mar-11

5-Jul-11

17-Mar-10

29-Sep-09

18-Dec-09

17-Jan-11

13-Mar-09

North end of Adminstration Building

Crawl space, north end

28-May-10

13-Mar-09

17-Mar-10

29-Sep-09

5-Jul-11

Crawl space, north end

18-Nov-11

Crawl space, north end

ACGM15 ACSOIL01

14-Sep-10

18-Dec-09

7 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 3

Administration Building - Landfill Gas Monitoring Results

0.0 0.0 20.2 79.8 30.08 0.00 78 0.0 -

0.0 0.0 20.2 79.8 30.08 0.00 78 0.0 -

0.0 0.0 21.0 78.9 29.93 0.00 85 0.0 -

0.0 0.0 21.0 78.9 29.93 0.00 85 0.0 -

0.0 0.1 20.3 79.6 29.89 -0.13 91 0.0 -

0.0 0.1 20.5 79.4 29.89 -0.13 91 0.0 -

0.0 0.1 20.9 80.0 29.61 <<< 76 0.0 -

0.0 0.1 20.0 79.9 29.61 <<< 76 0.0 -

0.0 0.0 20.9 79.0 29.95 0.00 63 0.0 -

0.0 0.0 20.9 79.0 29.95 0.00 63 0.0 -

0.0 0.0 17.9 81.9 29.78 -0.03 90 0.0 -

0.0 0.0 17.9 82.1 29.78 -0.03 90 0.0 -

0.0 0.0 19.9 80.0 29.91 7.38 76 0.0 0

0.0 0.0 19.9 80.0 29.91 7.38 76 0.0 120

0.0 0.1 20.2 79.8 29.80 0.02 69 0.0 0

0.0 0.1 20.1 79.8 29.80 0.02 69 0.0 300

0.0 0.0 19.0 80.9 29.88 -0.11 87 0.0 0

0.0 0.0 19.2 80.8 29.88 -0.11 87 0.0 120

0.0h 0.0 20.8 78.5 29.95 -3.70 NM 0.0 0

0.0h 0.0 20.7 78.6 29.95 -3.70 NM 0.0 300

0.0 0.0 18.9 81.0 30.04 148.81 74 0.0 0

0.0 0.0 19.0 81.0 30.04 148.81 74 0.0 300

Notes:

a. Gas probe was destroyed during construction activies.

b. Gas probe was flooded with water. NA: Readings were not taken because of flood.

c. NM = Not measured.

d. <<< = Outside of measurement range.

e. Barometric pressure in inches of mercury.

f. Relative pressure in inches of water.

g. Beginning with data reported for Sept 2010, the the first reported value is the peak methane reading, and the second reported value is the steady state methane reading. If no 

 methane was detected the first reading reported is the initial reading, and the second reading is the steady state reading. Prior to Sept. 2010, the first reported value is 

 the initial reading and the second reported value is the final reading.

h. Gas Monitor read 0.6 methane in ambient air during this sampling event.

18-Nov-11

Outside the Admin Comp.

ACOUT

5-Jul-11

17-Mar-10

17-Jun-09

13-Mar-09

29-Sep-09

17-Jan-11

28-May-10

18-Dec-09

30-Mar-11

14-Sep-10

8 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

0.0 0.6 19.7 79.6 30.19 0.0 78 0.0 - 0.0 1.2 19.3 79.4 30.19 0.0 78 0.0 -

0.0 0.7 19.7 79.6 30.19 0.0 78 0.0 - 0.0 1.3 19.1 79.4 30.19 0.0 78 0.0 -

0.0 0.7 19.5 79.5 29.85 0.0 93 0.0 - 0.0 1.6 18.8 79.6 29.85 0.0 91 0.0 -

0.0 0.7 19.5 79.7 29.85 0.0 93 0.0 - 0.0 1.7 18.2 80.0 29.85 0.0 91 0.0 -

0.0 0.6 19.7 79.7 29.91 -0.17 87 0.0 - 0.0 1.0 17.9 81.1 29.91 -0.17 86 0.0 -

0.0 0.7 19.7 79.6 29.91 -0.17 87 0.0 - 0.0 1.2 18.1 80.7 29.91 -0.17 86 0.0 -

0.0 0.3 21.8 77.9 29.65 22.14 74 0.0 - 0.0 0.1 21.9 78.0 29.65 22.14 75 0.0 -

0.0 0.1 21.9 78.0 29.65 22.14 74 0.0 - 0.0 0.1 21.9 78.0 29.65 22.14 75 0.0 -

0.0 0.4 20.0 79.5 29.98 -0.15 61 0.0 - 0.0 1.1 19.5 79.3 29.98 -0.15 62 0.0 -

0.0 1.5 18.8 79.7 29.98 -0.15 61 0.0 - 0.0 1.2 19.5 79.3 29.98 -0.15 64 0.0 -

0.0 1.7 16.2 82.0 29.83 0.0 88 0.0 - 0.0 1.6 17.1 81.2 29.83 0.0 87 0.0 -

0.0 0.9 17.2 81.8 29.83 0.0 88 0.0 - 0.0 2.1 16.1 81.7 29.83 0.0 87 0.0 -

0.0 1.3 18.8 79.8 29.93 7.24 80 0.0 0 0.0 1.9 18.0 80.0 29.93 7.24 84 0.0 0

0.0 1.8 18.2 79.9 29.93 7.24 80 0.0 240 0.0 1.3 18.3 80.2 29.93 7.24 83 0.0 240

0.0 0.8 19.3 79.9 29.91 -0.02 73 0.0 0 0.0 1.0 19.2 79.8 29.91 -0.02 75 0.0 0

0.0 1.5 18.8 79.7 29.91 -0.02 73 0.0 240 0.0 1.2 19.2 79.6 29.91 -0.02 74 0.0 300

0.0 0.1 19.1 80.8 29.93 0.06 81 0.0 0 0.0 0.8 17.1 82.1 29.93 0.06 83 0.0 0

0.0 1.6 17.6 80.8 29.93 0.06 81 0.0 120 0.0 1.5 17.7 80.8 29.93 0.06 85 0.0 120

0.0 0.5 20.3 79.2 29.91 0.19 NM 0.0 0 0.0 0.4 20.0 79.6 29.91 0.19 NM 0.0 0

0.0 2.2 18.9 79.8 29.91 0.19 NM 0.0 300 0.0 2.8 17.4 79.8 29.91 0.19 NM 0.0 300

0.0 0.0 18.4 81.5 29.93 149.02 83 0.0 0 0.0 0.7 17.7 81.5 29.93 149.02 86 0.0 0

0.0 1.4 17.1 81.4 29.93 149.02 83 0.0 300 0.0 0.8 17.6 81.6 29.93 149.02 88 0.0 300

0.0 3.1 17.2 79.7 30.19 0.0 83 0.0 - 0.0 12.9 9.5 77.3 30.19 0.0 86 0.0 -

0.0 2.4 18.1 79.3 30.19 0.0 83 0.0 - 0.0 13.0 9.5 77.3 30.19 0.0 86 0.0 -

0.0 0.9 19.2 79.6 29.85 0.0 103 0.0 - 0.0 12.2 9.9 77.7 29.85 0.0 90 0.0 -

0.0 0.5 19.9 79.5 29.85 0.0 103 0.0 - 0.0 11.8 10.3 77.9 29.85 0.0 90 0.0 -

0.0 1.6 19.2 79.2 29.91 -0.17 88 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.8 19.9 79.5 29.91 -0.17 88 0.0 - NM NM NM NM NM NM NM NM -

10.5 3.4 2.0 84.1 29.65 22.14 69 210 - 0.0 10.4 9.3 80.2 29.66 22.14 75 0.0 -

9.6 3.2 3.1 84.1 29.65 22.14 69 192 - 0.0 10.0 9.5 80.5 29.66 22.14 75 0.0 -

0.0 4.0 13.9 82.3 30.24 -0.03 40 0 - NM NM NM NM NM NM NM NM -

0.0 1.9 17.9 80.1 30.24 -0.03 40 0 - NM NM NM NM NM NM NM NM -

0.0 4.0 16.1 79.9 29.98 -0.15 68 0.0 - 0.0 8.4 13.2 78.6 29.98 -0.15 65 0.0 -

0.0 1.5 19.0 79.4 29.98 -0.15 68 0.0 - 0.0 8.2 12.9 78.8 29.98 -0.15 65 0.0 -

0.0 8.8 9.4 82.9 29.83 0.0 90 0.0 - 0.0 11.3 8.2 80.3 29.77 0.0 90 0.0 -

0.0 3.8 14.0 82.2 29.83 0.0 90 0.0 - 0.0 12.1 7.4 80.4 29.77 0.0 94 0.0 -

0.0 5.9 6.3 88.0 29.93 7.24 85 0.0 0 0.0 10.6 5.5 83.7 29.93 7.24 93 0.0 0

0.0 2.9 17.1 80.0 29.93 7.24 84 0.0 240 0.0 11.0 5.5 83.4 29.94 7.24 91 0.0 240

0.0 3.9 15.5 80.6 29.91 -0.02 74 0.0 0 0.0 7.6 13.4 79.0 29.91 -0.02 73 0.0 0

0.0 1.6 18.5 80.0 29.91 -0.02 74 0.0 300 0.0 7.1 14.2 78.6 29.91 -0.02 73 0.0 300

0.0 8.1 10.6 81.3 29.93 0.06 87 0.0 0 0.0 6.3 13.9 79.9 29.93 0.06 84 0.0 0

0.0 2.9 16.6 80.4 29.93 0.06 87 0.0 120 0.0 7.0 13.5 79.5 29.93 0.06 83 0.0 120

0.0 0.5 19.6 79.9 29.93 0.08 NM 0.0 0 0.0 0.3 20.1 79.9 29.95 0.05 NM 0.0 0

0.0 3.1 17.2 79.7 29.93 0.08 NM 0.0 300 0.0 8.2 11.7 80.1 29.95 0.05 NM 0.0 300

0.0 3.3 19.0 82.1 29.93 149.02 91 0.0 0 0.0 5.6 12.7 81.4 29.96 148.98 88 0.0 0

0.0 1.2 16.9 81.7 29.93 149.02 89 0.0 300 0.0 5.7 12.9 81.5 29.96 148.98 88 0.0 300

0.6 13.3 5.0 80.7 30.19 0.0 84 12 - 0.0 7.0 13.7 79.2 30.08 0.0 83 0.0 -

16.5 23.6 4.5 54.9 30.19 0.0 84 330 - 0.0 7.0 13.7 79.2 30.08 0.0 83 0.0 -

0.0 9.8 10.2 79.8 29.94 0.0 80 0.0 - 0.0 9.2 11.1 79.6 29.92 0.0 88 0.0 -

0.0 8.9 11.9 79.2 29.94 0.0 80 0.0 - 0.0 9.2 11.0 79.7 29.92 0.0 88 0.0 -

0.0 1.8 19.3 79.0 29.90 -0.14 84 0.0 - 0.0 10.9 12.9 76.1 29.94 -0.08 82 0.0 -

0.1 3.0 17.8 79.0 29.90 -0.14 84 2.0 - 0.0 10.9 12.8 76.2 29.94 -0.08 82 0.0 -

0.1 1.1 17.5 83.3 29.66 22.14 76 2.0 - 0.0 7.8 13.4 78.8 30.05 25.69 70 0.0 -

0.0 0.4 21.3 78.3 29.66 22.14 76 0.0 - 0.0 7.5 13.5 79.0 30.05 25.69 70 0.0 -

0.0 7.0 14.4 78.5 29.98 -0.15 64 0.0 - 0.0 6.9 14.0 78.9 29.98 0.0 62 0.0 -

0.0 5.5 15.9 78.5 29.98 -0.15 64 0.0 - 0.0 7.0 13.9 79.0 29.98 0.0 62 0.0 -

0.8 18.3 3.8 76.7 29.77 0.0 89 16 - 0.0 1.3 16.7 81.9 29.75 0.24 94 0.0 -

9.8 21.5 3.3 65.2 29.77 0.0 90 196 - 0.0 8.6 10.3 80.9 29.75 0.24 94 0.0 -

0.0 6.1 15.6 78.1 29.92 6.84 76 0 0 0.0 10.8 5.8 83.3 29.92 6.84 84 0.0 0

0.0 3.5 15.5 81.0 29.92 6.84 76 0 240 0.0 10.9 5.9 83.1 29.92 6.84 84 0.0 240

5.5 13.0 9.3 72.2 29.91 -0.02 73 110 600 NM NM NM NM NM NM NM NM -

5.5 13.0 9.3 72.2 29.91 -0.02 73 110 600 NM NM NM NM NM NM NM NM -

5.8 14.1 8.2 71.9 29.86 -0.06 116 116 600 0.0 4.2 16.3 79.4 29.92 0.00 80 0.0 0

5.8 14.1 8.2 71.9 29.86 -0.06 116 116 600 0.0 8.0 12.8 79.2 29.92 0.00 84 0.0 300

0.3 9.4 11.5 79.2 29.79 -0.03 70 6 0 NM NM NM NM NM NM NM NM -

0.2 11.0 10.8 78.0 29.79 -0.03 70 4 300 NM NM NM NM NM NM NM NM -

5.3 14.7 6.7 73.3 29.93 0.06 85 106 600 0.0 8.5 12.0 79.4 29.9 -0.1 86 0.0 0

5.3 14.7 6.7 73.3 29.93 0.06 85 106 600 0.0 8.9 11.6 79.5 29.9 -0.1 86 0.0 120

3.5 18.4 4.0 73.9 29.95 0.05 NM 70 600 NM NM NM NM NM NM NM NM NM

3.5 18.4 4.0 73.9 29.95 0.05 NM 70 600 NM NM NM NM NM NM NM NM NM

3.9 20.6 2.8 72.7 29.91 0.08 NM 78 360 0.0 0.3 19.8 79.9 29.94 0.09 NM 0.0 0

3.7 19.9 3.1 73.3 29.91 0.08 NM 74 600 0.0 14.3 4.8 80.9 29.94 0.09 NM 0.0 300

5.2 19.1 3.7 72.0 29.93 0.08 NM 104 600 NM NM NM NM NM NM NM NM NM

5.2 19.1 3.7 72.0 29.93 0.08 NM 104 600 NM NM NM NM NM NM NM NM NM

0.0 7.2 11.6 80.9 29.93 NM 88 0 0 NM NM NM NM NM NM NM NM NM

0.0 7.9 12.5 79.6 29.93 NM 87 0 300 NM NM NM NM NM NM NM NM NM

3.3 12.8 1.9 82.2 29.90 NM 84 63.0 0 NM NM NM NM NM NM NM NM NM

0.9 4.5 15.3 79.2 29.90 NM 84 19.0 420 NM NM NM NM NM NM NM NM NM

0.0 7.3 12.6 80.5 29.97 NM 88 0.0 0 NM NM NM NM NM NM NM NM NM

0.0 4.9 15.5 79.5 29.97 NM 88 0.0 300 NM NM NM NM NM NM NM NM NM

0.0 5.4 14.1 80.5 29.94 NM 87 0.0 0 NM NM NM NM NM NM NM NM NM

0.0 3.1 16.7 80.2 29.94 NM 87 0.0 300 NM NM NM NM NM NM NM NM NM

0.0 7.1 13.7 79.1 29.93 NM 89 0.0 0 NM NM NM NM NM NM NM NM NM

0.0 4.6 16.1 79.2 29.93 NM 88 0.0 300 NM NM NM NM NM NM NM NM NM

0.0 0.0 18.4 81.5 29.96 148.98 85 0 0 0.0 1.5 16.3 82.2 29.98 149.09 83 0.0 0

0.0 2.2 16.5 81.2 29.96 148.98 87 0 300 0.0 14.4 4.7 80.8 29.98 149.09 83 0.0 300

Table 4

Perimeter Probes - Landfill Gas Monitoring Results

GP-1 GP-2

5-Jul-11

GP-3 GP-4

16-Mar-09

17-Jan-10

26-May-10

17-Mar-10

15-Sep-10

30-Sep-09

18-Dec-09

17-Jun-09

17-Nov-11

30-Mar-11

15-Sep-10

17-Jan-11

5-Jul-11

21-Jan-11

30-Mar-11

30-Aug-11

30-Jun-11

17-Jun-09

30-Sep-09

1-Jul-11

18-Dec-09

5-Jul-11

30-Jun-11

11-Jan-10

18-Dec-09

GP-6

13-Mar-09

17-Nov-11

9-Aug-11

15-Aug-11

GP-5

17-Jan-10

26-May-10

15-Sep-10

17-Mar-10

30-Sep-09

30-Mar-11

18-Jan-11

28-May-10

17-Mar-10

17-Jun-09

16-Mar-09

17-Nov-11

22-Aug-11

8-Sep-11

9 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 4

Perimeter Probes - Landfill Gas Monitoring Results

1.8 6.3 10.5 81.1 29.94 0.0 80 36 - 0.0 2.8 14.6 82.4 29.94 0.0 83 0.0 -

3.3 8.0 10.0 78.6 29.94 0.0 80 66 - 0.0 1.4 18.5 80.0 29.94 0.0 83 0.0 -

0.0 14.6 12.1 73.3 29.90 -0.14 83 0.0 - 0.1 3.4 17.5 79.1 29.90 -0.14 87 0.0 -

0.2 9.0 15.5 75.4 29.90 -0.14 84 4.0 - 0.0 0.5 20.0 79.5 29.90 -0.14 87 0.0 -

0.1 5.8 12.0 82.3 29.66 22.14 75 2.0 - 0.0 0.3 21.5 78.1 29.66 22.14 75 0.0 -

0.0 3.0 15.0 82.0 29.66 22.14 75 0.0 - 0.0 0.3 21.7 77.9 29.66 22.14 75 0.0 -

0.0 9.8 15.3 75.4 29.98 -0.15 70 0.0 - 0.0 5.1 15.5 79.3 29.98 -0.15 67 0.0 -

0.0 7.9 15.1 76.9 29.98 -0.15 70 0.0 - 0.0 1.8 18.3 79.5 29.98 -0.15 67 0.0 -

0.2 17.8 3.8 77.6 29.77 0.0 91 4.0 - 0.0 4.2 14.0 81.9 29.77 0.0 88 0.0 -

0.0 22.2 1.7 76.5 29.77 0.0 91 0.0 - 0.0 16.0 1.3 82.6 29.77 0.0 88 0.0 -

4.6 9.0 12.4 73.9 29.94 8.71 90 92.0 0 0.7 4.5 14.9 79.8 29.92 6.84 75 14.0 0

3.4 8.0 13.1 75.8 29.94 8.71 88 68.0 240 0.0 1.9 18.4 79.8 29.92 6.84 76 0.0 240

0.0 10.5 9.4 80.1 29.91 -0.02 74 0 0 0.0 9.3 11.3 79.8 29.91 -0.02 73 0 0

0.0 4.4 17.3 78.4 29.91 -0.02 74 0 300 0.0 6.4 15.8 77.8 29.91 -0.02 73 0 300

0.0 6.7 13.0 80.2 29.86 -0.06 81 0.0 0 0.0 7.2 12.1 80.7 29.86 -0.06 80 0.0 0

0.0 4.2 16.9 78.9 29.86 -0.06 81 0.0 300 0.0 7.6 13.5 78.9 29.86 -0.06 80 0.0 300

0.0 8.6 11.0 80.5 29.79 -0.03 71 0.0 0 0.0 10.7 7.5 81.6 29.79 -0.03 70 0.0 0

0.0 4.2 17.5 78.3 29.79 -0.03 71 0.0 300 0.0 7.1 15.6 77.4 29.79 -0.03 70 0.0 300

0.0 8.8 11.1 80.1 29.93 0.06 81 0.0 0 0.0 10.6 9.5 79.9 29.93 0.06 85 0.0 0

0.0 10.7 9.2 80.1 29.93 0.06 81 0.0 120 0.0 13.4 6.7 79.8 29.93 0.06 86 0.0 120

0.0 0.7 19.6 79.7 29.95 0.05 NM 0.0 0 0.0 0.4 19.8 79.8 29.95 0.05 NM 0.0 0

0.0 4.3 17.9 77.8 29.95 0.05 NM 0.0 600 0.0 19.2 2.8 78.0 29.95 0.05 NM 0.0 600

0.0 6.9 12.8 80.3 29.91 0.08 NM 0.0 0 0.0 0.2 20.3 79.5 29.91 0.08 NM 0.0 0

0.0 5.6 16.1 78.3 29.91 0.08 NM 0.0 600 0.0 16.8 5.4 77.8 29.91 0.08 NM 0.0 600

0.0t 2.2 16.8 80.4 29.95 -0.07 NM 0.0 0 0.0 0.4 20.1 79.5 29.93 0.08 NM 0.0 0

0.0t 7.6 13.6 78.2 29.95 -0.07 NM 0.0 600 0.0 16.6 5.1 78.3 29.93 0.08 NM 0.0 600

0.0 13.4 5.9 80.6 29.93 NM 91 0.0 0 4.1 15.7 16.0 65.1 29.93 NM 89 70.0 0

0.0 4.3 14.9 80.5 29.93 NM 90 0.0 360 1.4 18.9 2.1 77.7 29.93 NM 89 24.0 360

0.5 6.2 15.5 77.8 29.90 NM 82 10.0 300 3.0 7.4 14.9 74.6 29.90 NM 92 61.0 800

0.5 6.2 15.5 77.8 29.90 NM 82 10.0 300 2.2 9.7 13.8 74.3 29.90 NM 93 43.0 1040

13.7 4.8 17.0 64.7 29.97 NM 95 274.0 840 0.0 10.6 9.4 80.1 29.97 NM 90 0.0 0

10.7 4.6 16.8 68.2 29.97 NM 95 214.0 1020 0.0 10.6 10.7 78.5 29.97 NM 88 0.0 300

0.8 7.4 14.6 77.1 29.90 NM 85 16.0 240 NM NM NM NM NM NM NM NM NM

0.8 7.4 14.6 77.1 29.90 NM 85 16.0 240 NM NM NM NM NM NM NM NM NM

0.5 4.0 17.6 78.1 29.94 NM 87 10.0 180 0.0 9.8 10.5 79.5 29.94 NM 84 0.0 0

0.5 4.0 17.6 78.1 29.94 NM 87 10.0 180 0.0 3.1 16.8 80.0 29.94 NM 85 0.0 300

0.4 8.4 14.5 76.7 29.93 NM 91 9.0 360 0.0 10.8 8.9 80.2 29.95 NM 83 0.0 0

0.4 8.4 14.5 76.7 29.93 NM 91 9.0 360 0.0 4.6 14.7 80.6 29.95 NM 89 0.0 300

0.0 0.7 18.0 81.3 29.96 148.98 86 0.0 0 0.1 5.8 13.3 80.6 29.96 148.90 89 2.0 180

0.0 4.4 12.8 82.7 29.96 148.98 86 0.0 300 0.1 5.1 14.2 80.6 29.96 148.90 89 2.0 300

0.0 7.4 12.4 80.0 30.08 0.0 83 0.0 - 0.0 0.0 20.6 79.3 30.08 0.0 83 0.0 -

0.0 7.5 12.5 80.0 30.08 0.0 83 0.0 - 0.0 0.0 20.6 79.3 30.08 0.0 83 0.0 -

0.0 16.3 1.9 81.5 29.92 0.0 96 0.0 - 0.0 8.8 12.0 79.1 29.92 0.0 87 0.0 -

0.0 16.6 1.7 81.6 29.92 0.0 96 0.0 - 0.0 14.1 6.4 79.4 29.92 0.0 87 0.0 -

0.0 19.2 6.2 74.5 29.94 -0.08 85 0.0 - 0.0 0.1 20.5 79.4 29.94 -0.08 84 0.0 -

0.0 22.4 3.5 74.1 29.94 -0.08 83 0.0 - 0.0 16.6 8.0 75.4 29.94 -0.08 84 0.0 -

0.0 12.9 5.3 81.9 30.05 25.69 69 0.0 - 0.0 6.1 14.3 79.6 30.07 35.47 71 0.0 -

0.0 13.4 3.9 82.7 30.05 25.69 69 0.0 - 0.0 6.2 13.6 80.2 30.07 35.47 71 0.0 -

0.0 0.5 20.0 79.2 29.90 0.0 63 0.0 - 0.0 3.5 17.5 78.8 29.90 0.0 63 0.0 -

0.0 11.8 7.7 80.4 29.90 0.0 63 0.0 - 0.0 4.2 16.9 78.8 29.90 0.0 63 0.0 -

0.0 9.6 8.6 81.7 29.75 0.24 96 0.0 - 0.0 5.9 12.2 81.9 29.75 0.24 94 0.0 -

0.0 10.2 8.1 81.7 29.75 0.24 96 0.0 - 0.0 16.2 12.0 81.8 29.75 0.24 94 0.0 -

0.0 5.9 12.2 81.8 29.90 7.62 86 0.0 0 0.0 2.3 17.1 80.5 29.90 7.62 89 0.0 0

0.0 14.5 2.5 83.0 29.90 7.62 86 0.0 240 0.0 5.4 14.9 79.9 29.90 7.62 89 0.0 240

0.0 9.9 14.6 75.4 29.92 0.00 84 0.0 0 0.0 3.6 15.6 80.6 29.92 0.00 83 0.0 0

0.0 9.6 15.0 75.2 29.92 0.00 84 0.0 300 0.0 9.3 10.3 80.3 29.92 0.00 83 0.0 300

0.0 6.0 12.2 81.8 29.88 -0.11 84 0.0 0 0.0 4.3 15.1 80.6 29.88 -0.11 86 0.0 0

0.0 8.2 11.2 80.5 29.88 -0.11 84 0.0 120 0.0 4.1 15.6 80.3 29.88 -0.11 86 0.0 120

0.0 1.5 19.0 79.5 29.94 0.09 NM 0.0 0 0.0 0.5 19.4 80.1 29.94 0.09 NM 0.0 0

0.0 11.1 9.0 79.9 29.94 0.09 NM 0.0 300 0.0 5.2 15.0 79.8 29.94 0.09 NM 0.0 300

0.0 6.7 11.8 81.5 29.98 149.09 84 0.0 0 0.0 0.2 17.9 81.2 29.98 149.09 86 0.0 0

0.0 12.6 6.9 80.2 29.98 149.09 84 0.0 360 0.0 5.4 13.9 80.6 29.98 149.09 87 0.0 300

0.0 3.7 17.2 79.1 30.08 0.0 83 0.0 - 0.0 4.5 14.4 79.3 30.08 0.0 83 0.0 -

0.0 4.3 16.3 79.2 30.08 0.0 83 0.0 - 0.0 6.2 14.0 79.8 30.08 0.0 83 0.0 -

0.0 7.4 13.1 79.3 29.90 0.0 84 0.0 - 0.0 6.1 12.7 81.1 29.92 0.0 93 0.0 -

0.0 7.1 14.0 78.8 29.92 0.0 84 0.0 - 0.0 6.0 12.9 81.0 29.92 0.0 93 0.0 -

0.0 11.0 10.9 78.1 29.94 -0.08 90 0.0 - NM NM NM NM NM NM NM NM -

0.0 14.0 9.0 76.9 29.94 -0.08 90 0.0 - NM NM NM NM NM NM NM NM -

0.0 4.6 14.8 80.5 30.07 33.47 72 0.0 - 0.3 4.8 12.0 77.9 30.07 33.47 72 6.0 -

0.0 4.2 15.9 79.9 30.07 33.47 72 0.0 - 0.4 9.7 12.1 77.8 30.07 33.47 72 8.0 -

0.0 3.5 17.4 79.0 29.90 0.0 63 0.0 - 0.0 0.0 20.8 79.1 29.90 0.0 63 0.0 -

0.0 4.1 16.5 79.4 29.90 0.0 63 0.0 - 0.0 0.0 20.8 79.1 29.90 0.0 63 0.0 -

0.0 5.0 12.3 82.4 29.75 0.24 96 0.0 - 0.0 0.0 18.6 81.9 29.77 0.0 93 0.0 -

0.0 6.1 11.7 82.1 29.75 0.24 93 0.0 - 0.0 0.1 18.5 81.5 29.77 0.0 93 0.0 -

0.0 7.9 5.5 86.5 29.90 7.62 90 0.0 0 0.0 2.8 17.2 79.9 29.90 7.6 90 0.0 0

0.0 8.8 5.4 85.2 29.90 7.62 90 0.0 240 0.0 2.5 17.5 79.9 29.90 7.6 91 0.0 240

0.0 2.8 15.8 81.4 29.92 0.00 83 0.0 0 1.4 8.7 3.0 86.9 29.92 0.00 79 28.0 0

0.0 4.0 14.9 81.1 29.92 0.00 82 0.0 300 0.6 4.4 11.1 83.8 29.92 0.00 81 14.0 300

NM NM NM NM NM NM NM NM - 0.0 0.6 19.8 79.6 29.79 -0.03 70 0.0 0

NM NM NM NM NM NM NM NM - 0.0 2.8 17.0 80.2 29.79 -0.03 69 0.0 300

0.0 0.2 19.1 80.7 29.88 -0.11 90 0.0 0 0.0 7.4 6.2 86.6 29.88 -0.11 91 0.0 0

0.0 3.2 14.9 81.9 29.88 -0.11 90 0.0 120 0.0 7.4 6.0 86.6 29.88 -0.11 91 0.0 120

0.0 0.3 19.8 79.9 29.94 0.09 NM 0.0 0 0.0 0.3 20.0 79.7 29.94 0.09 NM 0.0 0

0.0 7.1 13.4 79.5 29.94 0.09 NM 0.0 300 0.0 4.2 13.4 82.4 29.94 0.09 NM 0.0 300

0.0 0.2 17.0 80.1 29.98 149.09 87.0 0.0 0 0.0 1.2 8.5 83.8 29.98 149.09 92.0 0.0 0

0.0 6.3 13.3 80.3 29.98 149.09 89.0 0.0 300 0.0 4.3 12.3 83.3 29.98 149.09 92.0 0.0 300

22-Aug-11

8-Sep-11

29-Aug-11

17-Nov-11

17-Nov-11

22-Dec-09

13-Mar-09

GP-7 GP-8

1-Jul-11

15-Sep-10

30-Aug-11

15-Aug-11

GP-9

17-Jun-09

22-Dec-09

17-Nov-11

1-Jul-11

30-Mar-11

13-Mar-09

1-Jul-11

17-Jun-09

30-Sep-09

28-May-10

18-Jan-11

15-Sep-10

28-May-10

17-Jun-09

17-Mar-10

GP-5 N GP-5 S

30-Sep-09

30-Mar-11

9-Aug-11

18-Jan-11

17-Jan-11

15-Sep-10

5-Jul-11

30-Jun-11

28-May-10

21-Jan-11

18-Dec-09

17-Mar-10

GP-10

18-Jan-11

30-Sep-09

30-Mar-11

21-Jan-11

17-Mar-10

10 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 4

Perimeter Probes - Landfill Gas Monitoring Results

0.0 1.6 19.6 79.0 30.08 0.0 83 0.0 - 0.0 0.9 19.5 79.4 30.08 0.0 83 0.0 -

0.0 1.7 19.1 79.1 30.08 0.0 83 0.0 - 0.0 0.9 19.6 79.4 30.08 0.0 84 0.0 -

0.0 1.8 18.9 79.2 29.92 0.0 87 0.0 - 0.0 1.8 18.5 79.5 29.92 0.0 85 0.0 -

0.0 1.8 18.9 79.2 29.92 0.0 87 0.0 - 0.0 1.9 18.4 79.6 29.92 0.0 85 0.0 -

0.0 3.0 18.2 78.8 29.94 -0.08 83 0.0 - 0.0 2.5 18.7 78.8 29.94 -0.08 82 0.0 -

0.0 3.3 18.0 78.7 29.94 -0.08 83 0.0 - 0.0 2.4 18.8 78.8 29.94 -0.08 83 0.0 -

0.0 1.6 19.8 78.5 29.61 22.14 76 0.0 - 0.0 0.7 20.2 79.1 30.07 33.47 72 0.0 -

0.0 1.8 19.5 77.7 29.61 22.14 76 0.0 - 0.0 0.2 20.8 79.0 30.07 33.47 72 0.0 -

0.0 1.7 19.2 79.0 29.95 0.00 62 0.0 - 0.0 1.2 19.9 78.8 29.95 0.0 62 0.0 -

0.0 2.0 19.5 78.5 29.95 0.00 62 0.0 - 0.0 0.8 20.1 79.0 29.95 0.0 62 0.0 -

0.0 1.8 16.2 81.9 29.78 -0.03 90 0.0 - 0.0 1.3 16.7 81.8 29.78 -0.03 93 0.0 -

0.0 2.1 16.0 81.7 29.78 -0.03 90 0.0 - 0.0 1.4 16.8 81.8 29.78 -0.03 92 0.0 -

0.0 3.1 17.1 79.7 29.90 7.62 86 0.0 0 0.0 3.6 16.6 79.7 29.90 7.62 91 0.0 0

0.0 3.3 17.0 79.7 29.90 7.62 86 0.0 240 0.0 3.7 16.6 79.6 29.90 7.62 91 0.0 240

0.0 1.1 18.2 80.7 29.90 0.01 79 0.0 0 0.8 1.4 18.8 79.0 29.90 0.01 84 16.0 300

0.0 2.3 17.9 79.7 29.90 0.01 80 0.0 300 0.8 1.4 18.8 79.0 29.90 0.01 84 16.0 300

NM NM NM NM NM NM NM NM - 0.0 1.2 19.6 79.3 29.79 -0.03 69 0.0 0

NM NM NM NM NM NM NM NM - 0.0 0.9 19.7 79.4 29.79 -0.03 69 0.0 300

0.0 1.4 17.2 81.3 29.9 -0.1 91.0 0.0 0 0.0 1.0 18.6 80.4 29.88 -0.11 91 0.0 0

0.0 1.7 18.0 80.3 29.9 -0.1 90.0 0.0 120 0.0 1.0 18.7 80.3 29.88 -0.11 90 0.0 120

0.0 0.2 20.0 79.8 30.0 -0.15 NM 0.0 0 0.0 0.2 19.3 80.5 30.00 -0.15 NM 0.0 0

0.0 2.2 18.4 79.4 30.0 -0.15 NM 0.0 300 0.0 1.4 19.2 79.4 30.00 -0.15 NM 0.0 300

0.0 0.3 17.9 81.4 29.98 149.09 84.0 0.0 0 0.0 1.4 15.0 82.0 29.98 149.09 89 0.0 0

0.0 1.2 17.3 81.4 29.98 149.09 83.0 0.0 300 0.0 1.3 16.9 81.7 29.98 149.09 87 0.0 300

0.0 1.2 19.5 79.3 30.08 0.0 84 0.0 - 0.0 0.4 19.8 79.7 30.08 0.0 83 0.0 -

0.0 1.2 19.4 79.2 30.08 0.0 84 0.0 - 0.0 0.4 19.8 79.6 30.08 0.0 83 0.0 -

0.0 1.8 18.4 79.8 29.92 0.0 85 0.0 - 0.0 1.4 19.2 79.3 29.92 0.0 87 0.0 -

0.0 1.7 18.5 79.7 29.92 0.0 85 0.0 - 0.0 1.4 19.4 79.1 29.92 0.0 87 0.0 -

NM NM NM NM NM NM NM NM - 0.0 1.7 18.9 79.4 29.89 -0.09 88 0.0 -

NM NM NM NM NM NM NM NM - 0.0 1.9 19.0 79.0 29.89 -0.09 88 0.0 -

0.0 3.4 16.1 80.4 30.07 33.47 72 0.0 - 0.0 1.0 20.0 79.0 30.07 33.47 72 0.0 -

0.0 3.3 16.5 80.3 30.07 33.47 72 0.0 - 0.0 2.4 19.1 78.5 30.07 33.47 72 0.0 -

0.0 1.6 19.6 78.7 29.92 0.00 63 0.0 - 0.0 1.0 20.0 78.9 29.92 0.00 62 0.0 -

0.0 1.9 19.0 79.0 29.92 0.00 63 0.0 - 0.0 1.2 19.5 79.3 29.92 0.00 62 0.0 -

0.0 1.6 16.7 81.5 29.78 -0.03 93 0.0 - 0.0 0.7 16.7 81.5 29.78 -0.03 93 0.0 -

0.0 1.6 16.9 81.4 29.78 -0.03 93 0.0 - 0.0 0.9 16.9 81.4 29.78 -0.03 93 0.0 -

0.0 3.0 17.1 79.9 29.90 7.62 91 0.0 0 0.0 2.7 17.4 79.8 29.90 7.62 89 0.0 0

0.0 3.0 17.1 79.8 29.90 7.62 90 0.0 240 0.0 2.7 17.4 79.8 29.90 7.62 90 0.0 240

0.0 1.7 18.8 79.5 29.92 0.00 87 0.0 0 0.0 0.6 18.8 80.6 29.92 0.00 84 0.0 0

0.0 1.7 18.8 79.5 29.92 0.00 85 0.0 300 0.0 0.6 18.7 80.6 29.92 0.00 82 0.0 300

0.0 1.3 18.2 80.5 29.88 -0.11 89 0.0 0 0.0 0.8 18.7 80.5 29.88 -0.11 89 0.0 0

0.0 1.3 18.2 80.4 29.88 -0.11 89 0.0 120 0.0 0.8 18.8 80.5 29.88 -0.11 90 0.0 120

0.0 0.2 20.3 79.5 29.94 0.09 NM 0.0 0 0.0 0.2 20.1 79.7 29.94 0.09 NM 0.0 0

0.0 1.7 19.3 79.0 29.94 0.09 NM 0.0 300 0.0 0.9 19.9 79.2 29.94 0.09 NM 0.0 300

0.0 1.0 17.4 81.7 29.98 149.09 93 0.0 0 0.0 0.1 17.7 81.2 29.98 149.09 90 0.0 0

0.0 3.4 15.1 81.4 29.98 149.09 93 0.0 300 0.0 1.0 17.6 81.4 29.98 149.09 86 0.0 300

0.0 0.6 19.5 79.6 30.08 0.0 83 0.0 - 0.0 0.4 20.0 79.5 30.19 0.0 84 0.0 -

0.0 0.7 19.7 79.5 30.08 0.0 83 0.0 - 0.0 0.4 20.1 79.5 30.19 0.0 84 0.0 -

0.0 1.2 19.3 79.4 29.92 0.0 91 0.0 - 0.0 1.4 19.5 79.0 29.92 0.0 92 0.0 -

0.0 1.4 19.2 79.3 29.92 0.0 91 0.0 - 0.0 1.4 19.2 79.3 29.92 0.0 92 0.0 -

0.0 1.4 18.9 79.8 29.89 -0.09 88 0.0 - 0.0 1.4 19.3 79.3 29.89 -0.09 90 0.0 -

0.0 1.6 18.4 80.0 29.89 -0.09 88 0.0 - 0.0 1.6 19.0 79.4 29.89 -0.09 90 0.0 -

0.0 2.0 17.3 80.6 33.07 33.47 72 0.0 - 0.0 10.1 14.1 75.7 33.07 33.47 72 0.0 -

0.0 1.7 18.2 80.1 33.07 33.47 72 0.0 - 0.0 7.5 14.9 77.7 33.07 33.47 72 0.0 -

0.0 0.8 20.1 79.0 29.92 0.00 62 0.0 - 0.0 0.7 20.2 79.0 29.92 0.00 62 0.0 -

0.0 0.6 20.1 79.2 29.92 0.00 62 0.0 - 0.0 0.9 19.7 79.3 29.92 0.00 62 0.0 -

0.0 1.1 17.1 81.7 29.75 -0.05 92 0.0 - 0.0 0.8 17.5 81.5 29.75 -0.05 92 0.0 -

0.0 1.2 17.3 81.4 29.75 -0.05 92 0.0 - 0.0 0.8 17.6 81.7 29.75 -0.05 92 0.0 -

0.0 4.7 15.1 80.1 29.90 7.62 88 0.0 0 0.0 2.3 17.8 79.8 29.90 7.62 90 0.0 0

0.0 4.7 15.3 80.0 29.90 7.62 89 0.0 240 0.0 2.9 17.0 79.9 29.90 7.62 90 0.0 240

0.0 1.2 18.5 80.2 29.92 0.00 78 0.0 0 0.0 0.7 19.5 79.8 29.92 0.00 77 0.0 0

0.0 1.2 19.0 79.8 29.92 0.00 77 0.0 300 0.0 0.5 19.6 79.8 29.92 0.00 77 0.0 300

0.0 0.8 18.6 80.6 29.88 -0.11 90 0.0 0 0.0 0.8 18.6 80.6 29.88 -0.11 90 0.0 0

0.0 1.0 18.4 80.6 29.88 -0.11 90 0.0 120 0.0 0.8 18.6 80.6 29.88 -0.11 90 0.0 120

0.0 0.5 20.3 79.2 29.95 -5.02 NM 0.0 0 0.0 0.2 20.4 79.4 29.95 -5.02 NM 0.0 0

0.0 1.6 19.0 79.4 29.95 -5.02 NM 0.0 300 0.0 1.4 19.4 79.2 29.95 -5.02 NM 0.0 300

0.0 1.3 15.8 83.0 29.98 149.09 91 0.0 0 0.0 0.9 17.6 81.4 29.98 149.09 90 0.0 0

0.0 1.1 17.3 81.5 29.98 149.09 92 0.0 300 0.0 1.6 16.8 81.5 29.98 149.09 89 0.0 300

29-Sep-09

22-Dec-09

18-Jan-11

30-Mar-11

17-Nov-11

1-Jul-11

17-Jun-09

17-Jun-09

GP-13

GP-11

13-Mar-09

30-Sep-09

13-Mar-09

22-Dec-09

17-Jun-09

GP-16

15-Sep-10

18-Jan-11

17-Nov-11

30-Mar-11

18-Jan-11

17-Mar-10

22-Dec-09

29-Sep-09

17-Mar-10

1-Jul-11

21-Jan-11

1-Jul-11

GP-15

28-May-10

30-Mar-11

17-Mar-10

15-Sep-10

28-May-10

15-Sep-10

13-Mar-09

GP-12

28-May-10

GP-14

17-Nov-11

11 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 4

Perimeter Probes - Landfill Gas Monitoring Results

0.0 0.0 20.2 79.8 30.19 0.0 84 0.0 - 0.0 2.6 18.1 77.9 30.19 0.0 83 0.0 -

0.0 0.0 20.3 79.7 30.19 0.0 82 0.0 - 0.0 3.1 17.5 79.0 30.19 0.0 83 0.0 -

0.0 3.2 18.8 77.8 29.92 0.0 92 0.0 - 0.0 2.3 18.3 79.3 29.92 0.0 93 0.0 -

0.0 3.2 18.9 77.8 29.92 0.0 92 0.0 - 0.0 3.5 17.0 79.4 29.92 0.0 93 0.0 -

0.0 3.9 17.8 78.2 29.89 -0.09 90 0.0 - 0.0 2.9 16.8 80.3 29.88 -0.09 90 0.0 -

0.0 4.0 17.6 78.4 29.89 -0.09 90 0.0 - 0.0 4.6 16.6 78.9 29.88 -0.09 90 0.0 -

0.0 1.7 18.6 79.7 30.07 33.47 72 0.0 - 0.0 2.0 17.9 80.1 30.07 33.47 72 0.0 -

0.0 2.0 19.1 79.0 30.07 33.47 72 0.0 - 0.0 1.7 18.9 79.3 30.07 33.47 72 0.0 -

0.0 2.2 19.4 78.3 29.92 0.00 62 0.0 - 0.0 1.9 19.5 78.6 29.92 0.00 63 0.0 -

0.0 2.7 18.9 78.3 29.92 0.00 62 0.0 - 0.0 3.1 18.8 78.0 29.92 0.00 63 0.0 -

0.0 2.6 16.0 81.3 29.75 -0.05 91 0.0 - 0.0 2.9 15.5 81.4 29.75 -0.05 95 0.0 -

0.0 2.6 16.3 81.0 29.75 -0.05 91 0.0 - 0.0 3.8 14.6 81.5 29.75 -0.05 95 0.0 -

0.0 2.6 17.2 80.0 29.90 7.62 90 0.0 0 0.0 3.9 15.7 80.3 29.90 7.62 88 0.0 0

0.0 2.4 17.6 79.9 29.90 7.62 90 0.0 0 0.0 5.2 13.9 80.8 29.90 7.62 87 0.0 240

0.0 2.3 18.2 79.5 29.92 0.00 74 0.0 0 0.0 1.4 18.1 80.5 29.92 0.00 73 0.0 0

0.0 2.1 18.5 79.4 29.92 0.00 74 0.0 300 0.0 2.1 17.6 80.3 29.92 0.00 74 0.0 300

0.0 2.1 17.5 80.1 29.88 -0.11 90 0.0 0 0.0 2.3 16.8 80.8 29.88 -0.11 87 0.0 0

0.0 2.0 17.6 80.4 29.88 -0.11 90 0.0 120 0.0 3.3 16.1 80.5 29.88 -0.11 87 0.0 120

0.0 2.4 18.3 79.3 29.95 -5.02 NM 0.0 0 0.0 0.7 20.0 79.3 29.95 -5.02 NM 0.0 0

0.0 2.8 18.2 79.0 29.95 -5.02 NM 0.0 300 0.0 3.8 17.3 78.9 29.95 -5.02 NM 0.0 300

0.0 2.1 16.6 81.4 29.98 149.09 80 0.0 0 0.2 0.3 18.7 81.0 29.98 149.09 86 4.0 0

0.0 3.4 15.8 80.7 29.98 149.09 88 0.0 300 0.0 2.2 16.5 81.2 29.98 149.09 85 0.0 300

Notes:

a. Gas readings were taken on this date only on the probes that exceeded 25% LEL on the previous 

 date's readings (i.e. GP-7 through GP-9 and GP-3).

b. Water was pumped from GP-3 during the follow-up sampling of this probe.

c. Gas probe was destroyed during construction activities. GP-8 replaced perimeter probe "Old GP-8" in quarterly monitoring schedule.

d. Gas probe was destroyed by hurricane.

e. GP-12 and GP-18 were sampled on August 1, 2006.

f. GP-6 through 9 were relocated by the Phase 1B Gas Mitigation Plans and were 

 sampled on October 25, 2006.

g. Additional readings were taken on January 15, 2007 for GP-5 through 9 as a follow-up to the sampling 

 event of January 7, 2007.

h. Location not sampled on this date as part of the sampling schedule.

i. Probe was cut off and capped below grade during construction activities.

j. Readings not available according to report by PBS&J.

k. GP-5 readings reported after a field calibration on 9/7/2007.

l. Due to the % methane reading displayed being rounded to 1/10 of a percent, readings of

 0.1% methane may display a reading of 1% or 2% LEL.

m. No filter was used during sampling

n. Filter was used during sampling

o. Probes GP-2, GP-3, and GP-9A sampled on 7/30/08

p. Barometric pressure in inches of mercury.

q. NM = Not measured.

r. Relative pressure in inches of water.

s. Beginning with data reported for Sept 2010, the the first reported value is the peak methane reading, and the second reported value is the steady state methane reading. If no methane 

 was detected the first reading reported is the initial reading, and the second reading is the steady state reading. Prior to Sept. 2010, the first reported value is the initial reading, 

 and the second reported value is the final reading.

t. Gas Monitor read 0.6 methane in ambient air during this sampling event.

17-Nov-11

18-Jan-11

30-Mar-11

GP-18

22-Dec-09

28-May-10

29-Sep-09

13-Mar-09

GP-17

17-Mar-10

1-Jul-11

17-Jun-09

15-Sep-10

12 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

0.0 0.2 20.0 79.7 30.15 0.00 78 0.0 - 0.0 0.0 20.7 79.3 30.15 0.00 73 0.0 -

0.0 0.2 19.9 79.8 30.15 0.00 78 0.0 - 0.0 0.0 20.7 79.3 30.15 0.00 73 0.0 -

0.0 0.9 19.5 79.5 29.95 0.00 81 0.0 - 0.4 1.2 19.0 79.3 29.95 0.00 78 8.0 -

0.0 0.9 19.4 79.6 29.95 0.00 81 0.0 - 0.0 1.9 18.4 79.6 29.95 0.00 78 0.0 -

0.0 0.9 19.9 79.2 29.90 -0.13 81 0.0 - 0.0 2.0 16.6 81.4 29.90 -0.13 81 0.0 -

0.0 1.6 19.0 79.4 29.90 -0.13 81 0.0 - 0.0 1.9 16.7 81.4 29.90 -0.13 81 0.0 -

0.2b 0.9b 17.3b 81.6b 29.97b 23.48b 81b 4.0b - 0.0 0.8 21.0 78.2 29.97 23.48 75 0.0 -

0.2b 0.8b 17.7b 81.3b 29.97b 23.48b 81b 4.0b - 0.0 0.6 20.7 78.6 29.97 23.48 75 0.0 -

0.0 0.6 17.1 82.6 29.90 0.07 50 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.5 16.8 82.9 29.90 0.07 50 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.1 20.6 79.3 29.98 0.0 68 0.0 - 0.0 0.1 20.6 79.2 29.98 0.0 63 0.0 -

0.0 0.3 19.1 80.6 29.98 0.0 68 0.0 - 0.0 0.4 19.9 79.6 29.98 0.0 63 0.0 -

0.0 0.6 16.3 83.1 29.78 0.04 86 0.0 - 0.0 1.3 15.8 82.9 29.78 0.04 85 0.0 -

0.0 0.6 16.0 83.3 29.78 0.04 86 0.0 - 0.0 1.4 16.2 82.2 29.78 0.04 85 0.0 -

0.0 2.3 16.5 81.1 29.92 7.17 82 0.0 0 0.0 3.1 16.3 80.5 29.92 7.17 84 0.0 0

0.0 2.3 16.5 81.1 29.92 7.17 81 0.0 120 0.0 2.4 17.1 80.5 29.92 7.17 84 0.0 240

0.0 1.0 18.8 80.2 29.86 -0.06 76 0.0 0 0.0 0.5 19.6 79.9 29.86 -0.06 73 0.0 0

0.0 1.0 18.9 80.1 29.86 -0.06 76 0.0 300 0.0 0.5 19.6 79.9 29.86 -0.06 73 0.0 300

0.0 0.7 18.6 80.7 29.89 0.00 78 0.0 0 0.0 0.7 19.2 80.0 29.89 0.00 83 0.0 0

0.0 0.7 18.5 80.8 28.89 0.00 78 0.0 120 0.0 0.8 19.0 80.2 29.89 0.00 76 0.0 120

0.0 0.2 20.4 79.4 29.98 -0.25 NM 0.0 0 0.0 0.5 19.4 80.1 29.98 -0.25 NM 0.0 0

0.0 1.4 17.8 80.8 29.98 -0.25 NM 0.0 300 0.0 2.6 17.3 80.1 29.98 -0.25 NM 0.0 300

0.0 0.9 17.9 81.1 30.05 148.61 75 0.0 0 0.0 0.2 17.5 81.4 30.05 148.61 76 0.0 0

0.0 0.9 17.9 81.1 30.05 148.61 75 0.0 300 0.0 0.0 19.0 81.0 30.05 148.61 76 0.0 300

0.0 5.9 8.4 85.7 30.15 0.00 75 0.0 - 0.0 0.4 17.6 81.8 30.15 0.00 74 0.0 -

0.0 5.8 7.9 86.2 30.15 0.00 75 0.0 - 0.0 0.4 17.3 82.1 30.15 0.00 74 0.0 -

0.0 0.3 20.5 79.1 29.95 0.00 79 0.0 - 0.0 0.4 19.4 80.2 29.95 0.00 89 0.0 -

0.0 0.3 20.5 79.1 29.95 0.00 79 0.0 - 0.0 0.3 19.6 80.1 29.95 0.00 90 0.0 -

0.0 0.1 20.6 79.3 29.90 -0.13 81 0.0 - NM NM NM NM NM NM NM NM -

0.0 0.1 20.8 79.1 29.90 -0.13 81 0.0 - NM NM NM NM NM NM NM NM -

0.0 10.6 5.9 83.7 29.97 23.48 79 0.0 - 0.0 0.1 21.4 78.4 29.97 23.48 79 0.0 -

0.0 10.5 5.6 83.9 29.97 23.48 79 0.0 - 0.0 0.1 21.7 78.2 29.97 23.48 79 0.0 -

0.0 0.1 20.5 79.4 29.98 0.0 63 0.0 - 0.0 0.4 20.3 79.4 29.98 0.0 63 0.0 -

0.0 0.2 20.3 79.4 29.98 0.0 63 0.0 - 0.0 0.3 20.4 79.2 29.98 0.0 63 0.0 -

0.0 8.2 6.1 85.5 29.78 0.04 85 0.0 - 0.0 1.2 15.2 83.6 29.78 0.04 82 0.0 -

0.0 8.3 5.7 85.8 29.78 0.04 85 0.0 - 0.0 1.0 15.5 83.5 29.78 0.04 82 0.0 -

0.0 9.3 3.2 87.5 29.92 7.17 84 0.0 0 0.0 2.8 11.9 85.3 29.92 7.17 85 0.0 0

0.0 9.1 3.1 87.7 29.92 7.17 84 0.0 120 0.0 2.1 13.9 83.9 29.92 7.17 85 0.0 240

0.0 0.7 17.8 81.5 29.86 -0.06 76 0.0 0 0.0 0.1 20.0 79.9 29.86 -0.06 75 0.0 0

0.0 0.9 17.0 82.1 29.86 -0.06 76 0.0 300 0.0 0.1 20.1 79.8 29.86 -0.06 75 0.0 300

0.0 6.8 8.4 84.3 24.84 0.00 84 0.0 0 0.0 1.4 15.2 83.3 29.89 0.00 81 0.0 0

0.0 6.3 10.1 83.3 24.84 0.00 84 0.0 120 0.0 1.5 14.9 83.5 29.89 0.00 81 0.0 120

0.0 1.8 17.9 80.3 29.98 4.43 NM 0.0 0 0.0 0.2 20.4 79.4 29.98 -0.12 NM 0.0 0

0.0 1.2 18.5 80.3 29.98 4.43 NM 0.0 300 0.0 0.2 20.0 79.8 29.98 -0.12 NM 0.0 300

0.0 7.0 10.3 82.6 30.05 148.61 76 0.0 0 0.0 0.0 19.1 80.8 30.05 148.61 76 0.0 0

0.0 7.2 10.2 82.5 30.05 148.61 76 0.0 300 0.0 0.0 19.0 80.9 30.05 148.61 76 0.0 300

0.0 0.0 20.7 79.2 30.15 0.00 73.0 0.0 - 0.0 0.0 20.2 79.7 30.15 0.00 75 0.0 -

0.0 0.0 20.7 79.2 30.15 0.00 73.0 0.0 - 0.0 0.0 20.5 79.6 30.15 0.00 75 0.0 -

0.0 0.7 17.1 82.2 29.95 0.0 92.0 0.0 - 0.0 0.0 20.9 79.0 29.95 0.00 88 0.0 -

0.0 0.6 17.4 81.9 29.95 0.0 95.0 0.0 - 0.0 0.0 20.9 79.0 29.95 0.00 88 0.0 -

0.0 0.8 17.1 82.1 29.90 -0.13 81 0.0 - 0.9 1.7 14.2 83.1 29.90 -0.13 81 18.0 -

0.0 0.8 17.1 82.1 29.90 -0.13 81 0.0 - 0.8 1.9 15.3 82.3 29.90 -0.13 81 16.0 -

0.1 0.1 21.7 78.1 29.97 23.48 79 2.0 - 0.0 0.1 21.9 78.0 29.97 23.48 79 0.0 -

0.0 0.1 21.9 78.0 29.97 23.48 79 0.0 - 0.0 0.1 21.8 78.1 29.97 23.48 79 0.0 -

0.0 0.9 17.1 81.8 29.98 0.0 68 0.0 - 0.0 0.3 18.5 81.0 29.98 0.0 70 0.0 -

0.0 1.1 16.6 82.2 29.98 0.0 68 0.0 - 0.0 0.4 18.7 79.9 29.98 0.0 70 0.0 -

0.0 0.2 17.9 81.7 29.78 0.04 82 0.0 - 0.0 0.0 18.7 81.2 29.78 0.04 82 0.0 -

0.0 0.0 18.9 81.0 29.78 0.04 82 0.0 - 0.0 0.0 18.9 81.1 29.78 0.04 82 0.0 -

0.0 0.0 19.7 80.2 29.92 7.17 85 0.0 0 0.0 0.8 17.4 81.7 29.92 7.17 84 0.0 0

0.0 0.0 19.9 80.1 29.92 7.17 86 0.0 120 0.0 0.0 19.4 80.6 29.92 7.17 84 0.0 240

0.0 0.5 17.7 81.8 29.86 -0.06 77 0.0 0 0.0 0.1 19.6 80.4 29.86 -0.06 78 0.0 0

0.0 0.5 17.9 81.5 29.86 -0.06 77 0.0 300 0.0 0.1 19.5 80.4 29.86 -0.06 78 0.0 300

0.0 0.4 18.2 81.2 29.89 0.00 80 0.0 0 0.0 0.0 20.6 79.4 29.89 0.00 82 0.0 0

0.0 0.3 18.4 81.1 29.89 0.00 81 0.0 120 0.0 0.0 20.6 79.4 29.89 0.00 81 0.0 120

0.0 0.0 20.6 79.4 29.98 -0.12 NM 0.0 0 0.0 0.1 20.4 79.5 29.98 -0.25 NM 0.0 0

0.0 0.0 20.6 79.4 29.98 -0.12 NM 0.0 300 0.0 0.0 20.7 79.3 29.98 -0.25 NM 0.0 300

0.0 0.0 18.9 81.0 30.05 148.61 76 0.0 0 0.0 0.0 18.9 81.0 30.05 148.61 76 0.0 0

0.0 0.0 19.0 80.9 30.05 148.61 76 0.0 300 0.0 0.0 18.9 81.0 30.05 148.61 74 0.0 300

16-Dec-09

1-Jul-11

30-Sep-09

Table 5

Tower 1 - Landfill Gas Monitoring Results

GP-T1-13 GP-T1-14

16-Jun-09

12-Mar-09

12-Mar-09

18-Jan-10

PV-T1-3

16-Dec-09

18-Mar-10

26-May-10

30-Mar-11

18-Mar-10

26-May-10

18-Jan-10

16-Dec-09

30-Mar-11

8-Jan-10

18-Mar-10

18-Jan-10

15-Sep-10

26-May-10

PV-T1-1 PV-T1-2

12-Mar-09

16-Jun-09

1-Jul-11

18-Nov-11

30-Mar-11

16-Jun-09

18-Nov-11

PV-T1-4

30-Sep-09

30-Sep-09

1-Jul-11

15-Sep-10

18-Nov-11

15-Sep-10

13 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 5

Tower 1 - Landfill Gas Monitoring Results

0.0 0.0 20.2 79.8 30.15 0.00 76 0.0 - 0.0 0.0 20.0 79.7 30.15 0.00 79 0.0 -

0.0 0.0 20.2 79.8 30.15 0.00 76 0.0 - 0.0 0.0 20.0 79.4 30.15 0.00 79 0.0 -

0.0 0.0 20.7 79.1 29.95 0.0 88 0.0 - 0.0 1.2 19.4 79.3 29.95 0.0 84 0.0 -

0.0 0.0 20.7 79.2 29.95 0.0 88 0.0 - 0.0 2.0 18.3 79.6 29.95 0.0 84 0.0 -

0.0 0.1 20.7 79.2 29.90 -0.13 81 0.0 - 0.0 0.1 21.0 78.9 29.90 -0.13 81 0.0 -

0.0 0.1 20.7 79.2 29.90 -0.13 81 0.0 - 0.0 0.1 20.9 79.0 29.90 -0.13 81 0.0 -

0.0 0.7 20.8 78.5 29.97 23.48 79 0.0 - 0.0 0.2 21.8 78.0 29.97 23.48 80 0.0 -

0.0 0.7 20.7 78.6 29.97 23.48 79 0.0 - 0.0 0.1 21.9 77.9 29.97 23.48 80 0.0 -

0.0 0.2 19.8 79.8 29.98 0.0 70 0.0 - 0.0 0.0 20.5 79.4 29.98 0.0 68 0.0 -

0.0 0.2 20.1 79.7 29.98 0.0 70 0.0 - 0.0 0.2 20.5 79.3 29.98 0.0 68 0.0 -

0.0 0.0 18.5 81.5 29.78 0.04 81 0.0 - 0.0 0.0 18.6 81.3 29.78 0.04 85 0.0 -

0.0 0.2 18.2 81.5 29.78 0.04 81 0.0 - 0.0 0.0 18.4 81.5 29.78 0.04 85 0.0 -

0.0 0.0 19.8 80.1 29.92 7.17 84 0.0 0 0.0 0.0 19.7 80.2 29.92 7.17 84 0.0 0

0.0 0.0 19.9 80.0 29.92 7.17 84 0.0 120 0.0 0.0 19.7 80.2 29.92 7.17 84 0.0 120

0.4 0.6 15.9 83.1 29.86 -0.06 76 8.0 0 0.0 0.0 20.1 79.8 29.86 -0.06 76 0.0 0

0.2 0.2 17.9 81.7 29.86 -0.06 75 4.0 300 0.0 0.0 20.4 79.6 29.86 -0.06 76 0.0 300

0.0 0.0 20.7 79.3 29.89 0.00 81 0.0 0 0.0 1.2 17.7 80.9 29.81 0.00 81 0.0 0

0.0 0.3 17.9 81.7 29.89 0.00 81 0.0 120 0.0 1.3 17.6 81.0 29.89 0.00 82 0.0 120

0.0 0.1 20.6 79.3 29.98 -4.43 NM 0.0 0 0.0 0.0 20.7 79.3 29.98 -0.25 NM 0.0 0

0.0 0.7 16.2 83.0 29.98 -4.43 NM 0.0 300 0.0 0.1 20.3 79.6 29.98 -0.25 NM 0.0 300

0.0 0.8 17.5 81.7 30.05 148.61 74 0.0 0 0.0 0.1 18.8 81.1 30.05 148.61 76 0.0 0

0.0 0.5 18.0 81.5 30.05 148.61 74 0.0 300 0.0 0.2 18.8 81.0 30.05 148.61 76 0.0 300

Notes

a. Readings for GP-T1-13 recorded using a charcoal filter

b. Readings taken without use of a activated carbon filter.

c. Location not sampled on this date as part of follow-up event.

d. Barometric pressure in inches of mercury.

e. NM = Not measured.

f. Relative pressure in inches of water.

g. Beginning with data reported for Sept 2010, the the first reported value is the peak methane reading, and the second reported value is the steady state methane reading. If no methane 

 was detected the first reading reported is the initial reading, and the second reading is the steady state reading. Prior to Sept. 2010, the first reported value is the initial reading, 

 and the second reported value is the final reading.

16-Jun-09

18-Nov-11

30-Jun-11

1-Jul-11

30-Mar-11

12-Mar-09

.

PV-T1-6

15-Sep-10

30-Sep-09

16-Dec-09

18-Jan-10

26-May-10

18-Mar-10

PV-T1-5

14 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

0.0 2.1 17.6 80.2 30.15 0.00 77 0.0 - 0.0 1.1 17.3 81.5 30.15 0.00 76 0.0 -

0.0 2.2 17.5 80.3 30.15 0.00 77 0.0 - 0.0 1.3 17.0 81.6 30.15 0.00 76 0.0 -

0.0 2.6 17.8 79.5 29.91 0.00 81 0.0 - 0.0 0.5 20.7 78.2 29.91 0.00 79 0.0 -

0.0 2.1 17.4 79.8 29.91 0.00 82 0.0 - 0.0 0.4 20.8 78.8 29.91 0.00 79 0.0 -

0.0 0.1 20.8 79.0 29.90 -0.13 82 0.0 - 0.0 0.2 20.7 79.1 29.90 -0.13 82 0.0 -

0.0 0.1 20.8 79.0 29.90 -0.13 82 0.0 - 0.0 0.1 20.8 79.1 29.90 -0.13 82 0.0 -

0.0 0.3 21.8 77.9 29.97 23.48 80 0.0 - 0.0 0.1 22.0 77.9 29.97 23.48 80 0.0 -

0.0 0.2 21.9 77.9 29.97 23.48 80 0.0 - 0.0 0.1 21.9 78.0 29.97 23.48 80 0.0 -

0.0 0.0 20.5 79.3 29.98 0.00 65 0.0 - 0.0 0.0 20.6 79.3 29.98 0.00 70 0.0 -

0.0 0.1 20.5 79.3 29.98 0.00 65 0.0 - 0.0 0.1 20.2 79.2 29.98 0.00 70 0.0 -

0.0 1.8 16.1 81.9 29.77 -0.02 74 0.0 - 0.0 0.2 18.4 81.2 29.78 -0.04 81 0.0 -

0.0 2.0 16.0 81.9 29.77 -0.02 74 0.0 - 0.0 0.2 18.3 81.4 29.78 -0.04 81 0.0 -

0.0 2.8 17.1 80.0 29.95 7.36 83 0.0 0 0.0 0.2 19.7 80.0 29.94 7.18 84 0.0 0

0.0 2.6 17.2 80.1 29.95 7.36 83 0.0 120 0.0 0.1 19.8 80.0 29.94 7.18 85 0.0 120

0.0 0.0 20.2 79.8 29.86 -0.06 78 0.0 0 0.0 0.0 20.3 79.7 29.86 -0.06 78 0.0 0

0.0 0.0 20.2 79.7 29.86 -0.06 78 0.0 300 0.0 0.0 20.3 79.7 29.86 -0.06 78 0.0 300

0.0 0.8 18.4 80.7 29.84 0.00 84 0.0 0 0.0 0.0 20.5 79.5 29.89 0.00 84 0.0 0

0.0 0.3 14.8 74.8 29.84 0.00 84 0.0 120 0.0 0.0 20.6 79.4 29.84 0.00 84 0.0 120

0.0 0.1 20.5 79.4 29.98 -0.25 NM 0.0 0 0.0 0.1 20.7 79.2 29.98 -0.25 NM 0.0 0

0.0 2.5 14.6 82.9 29.98 -0.25 NM 0.0 300 0.0 0.1 20.6 79.3 29.98 -0.25 NM 0.0 300

0.0 0.1 18.4 81.4 29.95 149.03 80 0.0 0 0.0 0.0 18.7 81.3 29.95 149.03 81 0.0 0

0.0 0.0 18.6 81.4 29.95 149.03 84 0.0 300 0.0 0.0 18.6 81.3 29.95 149.03 81 0.0 300

0.0 0.0 20.3 79.7 30.21 0.00 76 0.0 - 0.0 0.0 20.2 79.7 30.21 0.17 78 0.0 -

0.0 0.0 20.2 79.8 30.21 0.00 76 0.0 - 0.0 0.0 20.1 79.7 30.21 0.17 78 0.0 -

0.0 0.0 20.7 79.2 29.91 0.00 90 0.0 - 0.0 0.0 21.0 78.9 29.88 0.00 80 0.0 -

0.0 0.1 20.7 79.1 29.91 0.00 90 0.0 - 0.0 0.0 21.1 78.8 29.88 0.00 80 0.0 -

0.0 0.6 20.0 79.4 29.90 -0.13 82 0.0 - 0.0 0.1 20.9 79.0 29.90 -0.13 83 0.0 -

0.0 0.5 20.1 79.4 29.90 -0.13 82 0.0 - 0.0 0.1 20.7 79.2 29.90 -0.13 83 0.0 -

0.0 0.2 20.9 78.9 29.97 23.48 80 0.0 - 0.0 0.4 20.9 78.7 29.97 23.48 80 0.0 -

0.0 0.3 21.0 78.7 29.97 23.48 80 0.0 - 0.0 0.3 21.0 78.7 29.97 23.48 80 0.0 -

0.0 0.3 20.5 79.0 29.98 0.00 70 0.0 - 0.0 0.0 20.5 79.4 29.98 0.00 69 0.0 -

0.0 0.3 20.6 79.0 29.98 0.00 70 0.0 - 0.0 0.0 20.6 79.3 29.98 0.00 69 0.0 -

0.0 0.5 18.3 81.3 29.78 -0.04 81 0.0 - 0.0 0.0 18.8 81.1 29.78 -0.04 81 0.0 -

0.0 0.5 18.1 81.3 29.78 -0.04 81 0.0 - 0.0 0.0 18.8 81.1 29.78 -0.04 81 0.0 -

0.0 0.7 19.3 79.9 29.94 7.18 85 0.0 0 0.0 0.0 19.9 80.1 29.94 7.18 87 0.0 0

0.0 0.8 19.2 80.0 29.94 7.18 86 0.0 120 0.0 0.0 20.0 80.0 29.94 7.18 89 0.0 120

0.0 0.1 19.8 80.1 29.86 -0.06 77 0.0 0 0.0 0.0 19.8 80.2 29.86 -0.06 77 0.0 0

0.0 0.1 19.9 80.0 29.86 -0.06 77 0.0 300 0.0 0.1 19.9 80.0 29.86 -0.06 77 0.0 300

0.0 0.0 20.5 79.5 29.89 0.00 83 0.0 0 0.0 0.0 20.7 79.2 29.89 0.00 81 0.0 0

0.0 0.0 20.4 79.5 29.84 0.00 82 0.0 120 0.0 0.0 20.5 79.5 29.89 0.00 80 0.0 120

0.0 0.1 20.6 79.3 29.98 -0.25 NM 0.0 0 0.0 0.0 20.7 79.3 29.98 -0.25 NM 0.0 0

0.0 0.0 20.7 79.3 29.98 -0.25 NM 0.0 300 0.0 0.0 20.6 79.4 29.98 -0.25 NM 0.0 300

0.0 0.0 18.7 81.3 29.95 149.03 80 0.0 0 0.0 0.0 18.6 81.4 29.95 149.03 80 0.0 0

0.0 0.0 18.6 81.4 29.95 149.03 80 0.0 300 0.0 0.0 18.8 81.2 29.95 149.03 80 0.0 300

0.0 0.0 20.2 79.7 30.21 0.17 78 0.0 - 0.0 0.0 20.2 79.7 30.21 0.17 78 0.0 -

0.0 0.0 20.2 79.7 30.21 0.17 78 0.0 - 0.0 0.0 20.3 79.8 30.21 0.17 78 0.0 -

0.0 0.0 21.2 78.8 29.88 0.00 80 0.0 - 0.0 0.0 21.2 78.8 29.88 0.00 83 0.0 -

0.0 0.0 21.1 78.8 29.88 0.00 80 0.0 - 0.0 0.0 21.2 78.8 29.88 0.00 83 0.0 -

0.0 0.1 20.8 79.1 29.90 -0.13 83 0.0 - 0.0 0.1 20.7 79.1 29.91 -0.13 81 0.0 -

0.0 0.1 20.8 79.1 29.90 -0.13 83 0.0 - 0.0 0.1 20.9 79.0 29.91 -0.13 81 0.0 -

0.0 0.1 20.5 79.4 29.97 23.48 80 0.0 - 0.0 0.5 20.1 79.4 29.97 23.48 79 0.0 -

0.0 0.2 21.0 78.9 29.97 23.48 80 0.0 - 0.0 0.1 20.0 79.9 29.97 23.48 79 0.0 -

0.0 0.3 19.3 80.3 29.98 0.00 70 0.0 - 0.0 0.5 19.8 79.6 29.98 0.00 70 0.0 -

0.0 0.3 19.1 80.4 29.98 0.00 70 0.0 - 0.0 0.4 19.9 79.7 29.98 0.00 70 0.0 -

0.0 0.0 18.8 80.9 29.78 -0.04 80 0.0 - 0.0 0.0 19.0 81.0 29.78 -0.04 80 0.0 -

0.0 0.0 19.1 80.9 29.78 -0.04 80 0.0 - 0.0 0.0 18.9 81.1 29.78 0.04 80 0.0 -

0.0 0.0 19.9 80.0 29.94 7.18 87 0.0 0 0.0 0.0 19.8 80.1 29.94 7.18 86 0.0 0

0.0 0.0 20.0 80.0 29.94 7.18 89 0.0 120 0.0 0.0 19.8 80.2 29.94 7.18 86 0.0 120

0.0 0.0 20.1 79.8 29.86 -0.06 77 0.0 0 0.0 0.0 20.3 79.7 29.86 -0.06 77 0.0 0

0.0 0.0 20.3 79.7 29.86 -0.06 77 0.0 300 0.0 0.0 20.2 79.7 29.86 -0.06 77 0.0 300

0.0 0.0 20.5 79.5 29.89 0.00 80 0.0 0 0.0 0.0 20.7 79.3 29.89 0.00 81 0.0 0

0.0 0.0 20.6 79.4 29.89 0.00 80 0.0 120 0.0 0.0 20.7 79.3 29.89 0.00 81 0.0 120

0.0 0.0 20.6 79.4 29.98 -0.25 NM 0.0 0 0.0 0.0 20.7 79.3 29.98 -0.25 NM 0.0 0

0.0 0.0 20.6 79.4 29.98 -0.25 NM 0.0 300 0.0 0.0 20.8 79.2 29.98 -0.25 NM 0.0 300

0.0 0.0 18.8 81.2 29.95 149.03 80 0.0 0 0.0 0.0 18.9 81.1 29.95 149.03 80 0.0 0

0.0 0.0 18.7 81.3 29.95 149.03 80 0.0 300 0.0 0.0 18.9 81.1 29.95 149.03 80 0.0 300

18-Mar-10

12-Mar-09

PV-T2-4

16-Dec-09

PV-T2-3

16-Jun-09

30-Sep-09

Table 6

Tower 2 - Landfill Gas Monitoring Results

16-Dec-09

26-May-10

PV-T2-1 PV-T2-2

12-Mar-09

16-Jun-09

30-Sep-09

18-Mar-10

15-Sep-10

18-Jan-11

1-Jul-11

1-Jul-11

15-Sep-10

26-May-10

15-Sep-10

17-Nov-11

18-Mar-10

16-Dec-09

30-Sep-09

26-May-10

18-Jan-11

16-Jun-09

30-Mar-11

PV-T2-6

30-Mar-11

18-Jan-11

1-Jul-11

PV-T2-5

30-Mar-11

17-Nov-11

12-Mar-09

17-Nov-11

15 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 6

Tower 2 - Landfill Gas Monitoring Results

0.0 0.0 20.2 79.8 30.21 0.17 79 0.0 - 0.0 0.0 20.3 79.7 30.21 0.17 79 0.0 -

0.0 0.0 20.2 79.8 30.21 0.17 79 0.0 - 0.0 0.0 20.2 79.7 30.21 0.17 79 0.0 -

0.0 0.0 21.1 78.9 29.88 0.00 84 0.0 - 0.0 0.0 21.0 78.9 29.88 0.00 84 0.0 -

0.0 0.0 21.0 78.9 29.88 0.00 84 0.0 - 0.0 0.0 21.0 78.9 29.88 0.00 84 0.0 -

0.0 0.1 20.7 79.1 29.91 -2.72 81 0.0 - 0.0 2.6 16.5 80.9 29.91 -2.72 81 0.0 -

0.0 0.1 20.7 79.1 29.91 -2.72 81 0.0 - 0.0 2.0 17.3 80.7 29.91 -2.72 81 0.0 -

0.0 0.3 19.1 80.6 29.97 23.48 80 0.0 - 0.0 0.7 17.3 82.0 29.97 23.48 81 0.0 -

0.0 0.3 19.9 79.8 29.97 23.48 80 0.0 - 0.0 0.6 18.0 81.4 29.97 23.48 81 0.0 -

0.0 0.0 20.6 79.3 29.98 0.00 75 0.0 - 0.0 0.2 20.3 79.4 29.98 0.00 74 0.0 -

0.0 0.0 20.7 79.3 29.98 0.00 75 0.0 - 0.0 0.3 20.2 79.5 29.98 0.00 74 0.0 -

0.0 0.0 18.9 81.0 29.78 -0.04 80 0.0 - 0.0 1.9 17.1 80.9 29.78 -0.04 80 0.0 -

0.0 0.0 18.9 81.1 29.78 -0.04 80 0.0 - 0.0 1.8 16.9 81.2 29.78 -0.04 80 0.0 -

0.0 0.0 19.9 80.1 29.94 7.18 86 0.0 0 0.0 0.0 19.7 80.2 29.94 7.18 87 0.0 0

0.0 0.0 19.8 80.1 29.94 7.18 87 0.0 120 0.0 0.0 19.8 80.2 29.94 7.18 87 0.0 120

0.0 0.1 19.8 80.1 29.86 -0.06 77 0.0 0 0.0 0.8 18.6 80.6 29.86 -0.06 77 0.0 0

0.0 0.1 19.8 80.1 29.86 -0.06 77 0.0 300 0.0 1.0 18.3 80.7 29.86 -0.06 77 0.0 300

0.0 0.0 20.7 79.2 29.89 0.00 81 0.0 0 0.0 0.0 20.7 79.3 29.89 0.00 81 0.0 0

0.0 0.0 20.6 79.4 29.89 0.00 81 0.0 120 0.0 0.4 19.4 80.2 29.89 0.00 81 0.0 120

0.0 0.0 20.6 79.4 29.98 -0.25 NM 0.0 0 0.0 0.1 20.6 79.3 29.98 -0.25 NM 0.0 0

0.0 0.0 20.7 79.3 29.98 -0.25 NM 0.0 300 0.0 0.6 19.7 79.7 29.98 -0.25 NM 0.0 300

0.0 0.0 18.9 81.1 29.95 149.03 80 0.0 0 0.0 0.0 18.8 81.2 29.95 149.03 80 0.0 0

0.0 0.0 18.8 81.2 29.95 149.03 80 0.0 300 0.0 2.0 17.1 80.8 29.95 149.03 80 0.0 300

0.0 0.0 20.1 79.8 30.21 0.17 77 0.0 - 0.0 0.0 19.9 80.1 30.21 0.17 77 0.0 -

0.0 0.0 20.2 79.8 30.21 0.17 77 0.0 - 0.0 0.0 20.0 80.0 30.21 0.17 77 0.0 -

0.0 0.1 21.1 78.8 29.88 0.00 84 0.0 - 0.0 0.0 21.1 78.9 29.88 0.00 84 0.0 -

0.0 0.0 21.0 78.8 29.88 0.00 87 0.0 - 0.0 0.0 21.0 78.8 29.88 0.00 84 0.0 -

0.0 0.1 20.9 79.0 29.91 -2.72 83 0.0 - 0.0 0.5 20.0 79.5 29.91 -2.72 83 0.0 -

0.0 0.1 20.9 79.0 29.91 -2.72 83 0.0 - 0.0 0.5 19.9 79.6 29.91 -2.72 83 0.0 -

0.0 0.2 20.1 79.7 29.97 23.48 81 0.0 - 0.0 0.4 18.4 81.1 29.97 23.48 81 0.0 -

0.0 0.3 20.9 78.8 29.97 23.48 81 0.0 - 0.0 0.6 19.1 80.2 29.97 23.48 81 0.0 -

0.0 1.8 17.7 80.4 29.98 0.00 76 0.0 - 0.0 0.1 20.4 79.4 29.98 0.00 66 0.0 -

0.0 1.8 17.6 80.5 29.98 0.00 76 0.0 - 0.0 0.2 20.6 79.1 29.98 0.00 66 0.0 -

0.0 0.0 18.8 81.2 29.78 -0.04 80 0.0 - 0.0 0.0 19.0 80.9 29.78 -0.04 81 0.0 -

0.0 0.0 18.9 81.0 29.78 -0.04 80 0.0 - 0.0 0.0 18.9 81.0 29.78 -0.04 81 0.0 -

0.0 0.2 19.5 80.2 29.94 7.18 86 0.0 0 0.0 0.5 19.3 80.2 29.94 7.18 86 0.0 0

0.0 0.0 19.9 80.0 29.94 7.18 86 0.0 120 0.0 0.3 19.4 80.0 29.94 7.18 87 0.0 180

0.0 0.4 19.1 80.4 29.86 -0.06 77 0.0 0 0.0 0.0 20.3 79.7 29.86 -0.06 77 0.0 0

0.0 0.0 20.3 79.7 29.86 -0.06 77 0.0 300 0.0 0.4 19.6 80.0 29.86 -0.06 77 0.0 300

0.0 0.1 20.1 79.9 29.89 0.00 80 0.0 0 0.0 0.0 20.7 79.3 29.89 0.00 78 0.0 0

0.0 0.0 20.8 79.2 29.89 0.00 80 0.0 120 0.0 0.0 20.5 79.5 29.89 0.00 77 0.0 120

0.0 0.0 20.7 79.3 29.98 -0.25 NM 0.0 0 0.0 0.0 20.7 79.3 29.98 -0.25 NM 0.0 0

0.0 0.0 20.7 79.3 29.98 -0.25 NM 0.0 300 0.0 0.1 20.4 79.5 29.98 -0.25 NM 0.0 300

0.0 0.0 18.8 81.1 29.95 149.03 80 0.0 0 0.0 0.0 18.9 81.1 29.95 149.03 80 0.0 0

0.0 0.0 18.9 81.1 29.95 149.03 80 0.0 300 0.0 0.0 18.9 81.1 29.95 149.03 80 0.0 300

0.0 0.0 19.8 80.2 30.21 0.16 76 0.0 - 0.0 0.3 19.5 80.2 30.15 0.00 86 0.0 -

0.0 0.0 19.9 80.0 30.21 0.16 76 0.0 - 0.0 0.2 19.7 80.1 30.15 0.00 86 0.0 -

0.0 0.0 21.1 78.9 29.91 0.00 85 0.0 - 0.0 0.0 21.2 78.7 29.91 0.00 79 0.0 -

0.0 0.0 21.0 78.9 29.91 0.00 85 0.0 - 0.0 0.1 21.0 78.8 29.91 0.00 79 0.0 -

0.0 0.1 20.7 79.2 29.91 -2.72 83 0.0 - 0.0 0.5 20.5 79.1 29.90 -0.17 86 0.0 -

0.0 0.1 20.8 79.1 29.91 -2.72 83 0.0 - 0.0 0.5 20.4 79.1 29.90 -0.17 86 0.0 -

0.0 0.6 20.1 79.3 29.97 23.48 80 0.0 - 0.0 0.3 19.9 79.7 29.97 23.48 80 0.0 -

0.0 0.6 20.2 79.2 29.97 23.48 80 0.0 - 0.0 0.3 20.5 79.2 29.97 23.48 80 0.0 -

0.0 0.7 20.2 79.1 29.98 0.00 65 0.0 - 0.0 0.0 20.7 79.2 29.98 0.00 76 0.0 -

0.0 0.6 20.2 79.1 29.98 0.00 65 0.0 - 0.0 0.0 20.7 79.2 29.98 0.00 76 0.0 -

0.0 0.0 18.7 81.1 29.78 -0.04 81 0.0 - 0.0 0.0 18.8 81.1 29.78 -0.04 80 0.0 -

0.0 0.0 18.9 81.0 29.78 -0.04 80 0.0 - 0.0 0.0 18.9 81.0 29.78 -0.04 80 0.0 -

0.0 1.4 18.4 80.1 29.94 7.18 86 0.0 0 0.0 3.5 15.6 80.8 29.94 7.18 86 0.0 0

0.0 1.5 18.4 80.1 29.94 7.18 85 0.0 120 0.0 3.3 15.3 81.3 29.94 7.18 85 0.0 120

0.0 0.0 20.3 79.7 29.86 -0.06 78 0.0 0 0.0 0.8 19.1 80.1 29.86 -0.06 79 0.0 0

0.0 0.0 20.3 79.7 29.86 -0.06 78 0.0 300 0.0 1.0 19.0 80.0 29.86 -0.06 79 0.0 300

0.0 0.0 19.8 80.2 29.89 -0.12 80 0.0 0 0.0 0.0 19.7 80.3 29.84 -0.12 81 0.0 0

0.0 0.0 19.8 80.2 29.84 -0.12 80 0.0 120 0.0 0.0 19.7 80.3 29.84 -0.12 81 0.0 120

0.0 0.2 20.3 79.5 29.98 -0.25 NM 0.0 0 0.0 0.1 20.5 79.4 29.98 -0.25 NM 0.0 0

0.0 0.3 19.7 80.0 29.98 -0.25 NM 0.0 300 0.0 0.3 20.2 79.5 29.98 -0.25 NM 0.0 300

0.0 0.0 17.9 81.1 29.95 149.03 80 0.0 0 0.0 0.7 18.1 81.4 29.95 149.03 80 0.0 0

0.0 0.8 18.0 81.1 29.95 149.03 80 0.0 300 0.0 0.0 19.1 80.9 29.95 149.03 80 0.0 300

30-Sep-09

16-Dec-09

18-Mar-10

16-Jun-09

12-Mar-09

PV-T2-10

16-Dec-09

1-Jul-11

18-Jan-11

16-Jun-09

30-Sep-09

26-May-10

12-Mar-09

18-Mar-10

15-Sep-10

30-Mar-11

17-Nov-11

18-Jan-11

17-Nov-11

PV-T2-12

1-Jul-11

PV-T2-11

30-Mar-11

15-Sep-10

PV-T2-9

15-Sep-10

30-Mar-11

1-Jul-11

26-May-10

18-Jan-11

12-Mar-09

30-Sep-09

16-Jun-09

PV-T2-7

26-May-10

PV-T2-8

18-Mar-10

16-Dec-09

17-Nov-11

16 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 6

Tower 2 - Landfill Gas Monitoring Results

0.0 0.0 20.3 79.8 30.15 0.00 82 0.0 - 0.0 0.0 20.1 79.7 30.15 0.00 82 0.0 -

0.0 0.0 20.3 79.7 30.15 0.00 82 0.0 - 0.0 0.0 19.8 80.1 30.15 0.00 82 0.0 -

0.0 2.3 17.8 79.8 29.91 0.00 79 0.0 - 0.0 0.2 19.9 79.8 29.91 0.00 81 0.0 -

0.0 2.0 18.2 79.7 29.91 0.00 79 0.0 - 0.0 0.2 19.2 80.5 29.91 0.00 82 0.0 -

0.0 0.5 20.3 79.2 29.90 -0.17 86 0.0 - 0.0 0.3 20.1 79.6 29.90 -0.17 86 0.0 -

0.0 0.4 20.4 79.2 29.90 -0.17 86 0.0 - 0.0 0.2 20.3 79.5 29.90 -0.17 86 0.0 -

0.0 0.5 18.9 80.5 29.97 23.48 80 0.0 - 0.0 0.9 20.1 79.0 29.97 23.48 80 0.0 -

0.0 0.5 18.8 80.6 29.97 23.48 80 0.0 - 0.0 0.5 19.4 80.0 29.97 23.48 80 0.0 -

0.0 0.5 20.0 79.4 29.98 0.00 65 0.0 - 0.0 0.9 18.9 79.9 29.98 0.00 65 0.0 -

0.0 0.6 19.8 79.5 29.98 0.00 65 0.0 - 0.0 0.4 20.1 79.4 29.98 0.00 65 0.0 -

0.0 1.4 17.2 81.1 29.77 -0.02 78 0.0 - 0.0 0.4 18.4 81.4 29.77 -0.02 77 0.0 -

0.0 1.2 17.5 81.3 29.77 -0.02 78 0.0 - 0.0 0.0 18.9 81.0 29.77 -0.02 76 0.0 -

0.0 1.9 18.1 80.0 29.95 7.36 90 0.0 0 NM NM NM NM NM NM NM NM NM

0.0 0.9 18.9 80.1 29.95 7.36 89 0.0 240 NM NM NM NM NM NM NM NM NM

0.0 0.2 20.0 79.8 29.86 -0.06 80 0.0 0 NM NM NM NM NM NM NM NM NM

0.0 0.9 19.1 79.9 29.86 -0.06 80 0.0 300 NM NM NM NM NM NM NM NM NM

0.0 1.3 18.5 80.2 29.84 -0.12 82 0.0 0 0.0 0.1 19.0 80.8 29.84 -0.12 82 0.0 0

0.0 1.2 18.6 80.2 29.84 -0.12 82 0.0 120 0.0 0.1 19.0 80.8 29.84 -0.12 82 0.0 120

0.0 0.5 20.1 79.4 29.98 -0.25 NM 0.0 0 0.0 0.1 20.5 79.4 29.98 -0.25 NM 0.0 0

0.0 1.8 18.7 79.5 29.98 -0.25 NM 0.0 300 0.0 0.1 20.5 79.4 29.98 -0.25 NM 0.0 240

0.0 0.9 17.6 81.3 30.05 148.61 75 0.0 0 0.0 0.9 17.6 81.3 30.05 148.60 75 0.0 0

0.0 0.6 18.1 81.1 30.05 148.61 75 0.0 300 0.0 0.6 18.1 81.1 30.05 148.60 75 0.0 300

0.0 0.0 20.0 79.8 30.15 0.00 76 0.0 - 0.0 0.0 20.2 79.8 30.15 0.00 86 0.0 -

0.0 0.0 20.1 79.9 30.15 0.00 76 0.0 - 0.0 0.0 20.2 79.7 30.15 0.00 86 0.0 -

0.0 3.4 15.8 80.6 29.91 0.00 83 0.0 - 0.0 0.1 20.9 78.9 29.91 0.00 75 0.0 -

0.0 3.1 16.0 80.9 29.91 0.00 83 0.0 - 0.0 0.2 20.7 79.0 29.91 0.00 76 0.0 -

0.0 3.2 18.2 78.6 29.90 -0.17 84 0.0 - 0.0 0.8 19.5 79.7 29.90 -0.17 86 0.0 -

0.0 3.1 18.3 78.6 29.90 -0.17 84 0.0 - 0.0 0.5 19.7 79.8 29.90 -0.17 86 0.0 -

0.0 1.2 18.0 80.8 29.97 23.48 80 0.0 - 0.0 2.4 19.9 77.7 29.97 23.48 80 0.0 -

0.0 1.6 17.8 80.6 29.97 23.48 80 0.0 - 0.0 5.1 19.6 75.5 29.97 23.48 80 0.0 -

0.0 0.8 19.5 79.6 29.98 0.00 65 0.0 - 0.0 0.5 19.7 79.8 29.98 0.00 76 0.0 -

0.0 1.1 19.4 79.5 29.98 0.00 65 0.0 - 0.0 0.5 19.6 79.8 29.98 0.00 76 0.0 -

0.0 0.4 18.4 81.1 29.77 -0.02 77 0.0 - 0.0 0.1 18.8 80.9 29.78 -0.04 80 0.0 -

0.0 0.5 18.5 80.9 29.77 -0.02 76 0.0 - 0.0 0.2 18.5 81.1 29.78 -0.04 80 0.0 -

0.0 1.0 19.1 79.9 29.95 7.18 84 0.0 0 0.0 0.5 18.5 80.9 29.94 7.18 89 0.0 0

0.0 0.4 19.4 80.1 29.95 7.18 84 0.0 240 0.0 0.5 18.5 80.9 29.94 7.18 88 0.0 120

0.0 1.9 18.1 80.0 29.86 -0.06 78 0.0 0 0.0 0.3 20.0 79.7 29.86 -0.06 79 0.0 0

0.0 1.8 18.2 80.0 29.86 -0.06 78 0.0 300 0.0 0.3 19.9 79.8 29.86 -0.06 79 0.0 300

0.0 2.6 17.9 79.6 29.84 -0.12 84 0.0 0 0.0 0.0 19.8 80.2 29.84 -0.12 81 0.0 0

0.0 2.7 17.7 79.6 29.84 -0.12 84 0.0 120 0.0 0.0 19.7 80.2 29.84 -0.12 81 0.0 120

0.0 0.3 20.5 79.2 29.98 -0.25 NM 0.0 0 0.0 0.2 20.6 79.2 29.96 0.03 NM 0.0 0

0.0 0.3 20.4 79.3 29.98 -0.25 NM 0.0 300 0.0 0.5 20.2 79.3 29.96 0.03 NM 0.0 240

0.0 0.6 18.4 80.9 30.05 148.61 75 0.0 0 0.0 0.0 18.8 81.1 29.95 149.03 81 0.0 0

0.0 0.4 18.5 81.1 30.05 148.61 75 0.0 300 0.0 0.2 18.6 81.1 29.95 149.03 81 0.0 300

0.0 0.5 19.1 80.4 30.15 0.00 85 0.0 - 0.0 0.1 20.0 79.8 30.15 0.00 72 0.0 -

0.0 0.1 19.5 80.3 30.15 0.00 85 0.0 - 0.0 0.1 20.2 79.8 30.15 0.00 72 0.0 -

0.0 0.4 21.0 78.6 29.91 0.00 86 0.0 - 0.0 0.7 20.3 79.0 29.91 0.00 80 0.0 -

0.0 0.0 21.1 78.8 29.91 0.00 87 0.0 - 0.0 0.1 20.9 78.9 29.91 0.00 80 0.0 -

0.0 0.1 20.7 79.2 29.90 -0.17 86 0.0 - 0.0 0.5 20.3 79.2 29.90 -0.17 84 0.0 -

0.0 0.1 20.7 79.2 29.90 -0.17 86 0.0 - 0.0 0.4 20.3 79.3 29.90 -0.17 84 0.0 -

0.0 0.5 19.1 80.3 29.97 23.48 80 0.0 - 0.0 0.7 19.9 79.3 29.97 23.48 80 0.0 -

0.0 1.7 18.9 79.5 29.97 23.48 80 0.0 - 0.0 0.4 21.0 78.6 29.97 23.48 80 0.0 -

0.0 0.1 20.5 79.3 29.98 0.00 65 0.0 - 0.0 0.0 20.7 79.2 29.98 0.00 65 0.0 -

0.0 0.0 20.7 79.2 29.98 0.00 65 0.0 - 0.0 0.4 20.6 79.1 29.98 0.00 65 0.0 -

0.0 0.0 18.6 81.2 29.77 -0.02 78 0.0 - 0.0 0.2 18.6 81.2 29.77 -0.02 76 0.0 -

0.0 0.0 18.8 81.1 29.77 -0.02 78 0.0 - 0.0 0.0 19.0 80.9 29.77 -0.02 76 0.0 -

0.0 0.0 19.8 80.1 29.95 7.36 83 0.0 0 0.0 0.3 19.5 80.2 29.95 7.36 84 0.0 0

0.0 0.0 19.8 80.1 29.95 7.36 84 0.0 120 0.0 0.0 19.9 80.0 29.95 7.36 8 0.0 240

0.0 0.5 19.8 79.6 29.86 -0.06 80 0.0 0 0.0 0.2 20.0 79.7 29.86 -0.06 78 0.0 0

0.0 0.0 20.3 79.7 29.86 -0.06 80 0.0 300 0.0 0.0 20.3 79.7 29.86 -0.06 78 0.0 300

0.0 0.8 17.9 81.2 29.84 -0.12 82 0.0 0 0.0 0.1 19.8 80.1 29.84 -0.12 84 0.0 0

0.0 0.4 19.1 80.5 29.84 -0.12 82 0.0 120 0.0 0.0 19.9 80.1 29.84 -0.12 84 0.0 120

0.0 0.4 20.0 79.6 29.96 0.03 NM 0.0 0 0.0 0.1 20.6 79.3 29.96 0.03 NM 0.0 0

0.0 0.1 20.7 79.2 29.96 0.03 NM 0.0 300 0.0 0.1 20.7 79.2 29.96 0.03 NM 0.0 300

0.0 0.2 18.7 81.0 30.05 148.61 75 0.0 0 0.0 0.4 18.6 81.0 30.05 148.61 75 0.0 0

0.0 0.1 18.9 81.0 30.05 148.61 75 0.0 300 0.0 0.1 18.9 81.0 30.05 148.61 75 0.0 300

30-Mar-11

18-Mar-10

30-Sep-09

26-May-10

1-Jul-11

18-Jan-11

30-Sep-09

18-Mar-10

16-Jun-09

18-Jan-11

PV-T2-13

GP-T2-17

GP-T2-15

12-Mar-09

PV-T2-14

15-Sep-10

16-Dec-09

26-May-10

1-Jul-11

GP-T2-16

18-Jan-11

1-Jul-11

12-Mar-09

PV-T2-15

30-Mar-11

16-Jun-09

15-Sep-10

16-Dec-09

18-Nov-11

18-Nov-11

18-Nov-11

30-Sep-09

18-Mar-10

26-May-10

30-Mar-11

15-Sep-10

12-Mar-09

16-Dec-09

16-Jun-09

17 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 6

Tower 2 - Landfill Gas Monitoring Results

0.0 0.2 20.0 79.7 30.15 0.00 78 0.0 -

0.0 0.2 19.9 79.8 30.15 0.00 77 0.0 -

0.0 0.8 19.6 79.4 29.91 0.00 83 0.0 -

0.0 0.6 20.3 79.0 29.91 0.00 82 0.0 -

0.0 0.9 19.9 79.2 29.90 -0.13 82 0.0 -

0.0 0.6 20.2 79.2 29.90 -0.13 82 0.0 -

0.0 0.4 20.1 79.4 29.97 23.48 80 0.0 -

0.0 0.5 20.5 79.0 29.97 23.48 80 0.0 -

0.0 0.1 20.7 79.2 29.98 0.00 65 0.0 -

0.0 0.2 20.5 79.2 29.98 0.00 65 0.0 -

0.0 0.2 18.6 81.1 29.77 -0.02 79 0.0 -

0.0 0.1 18.6 81.3 29.77 -0.02 76 0.0 -

0.0 0.1 19.7 80.2 29.95 7.36 81 0.0 0

0.0 0.2 19.8 80.0 29.95 7.36 80 0.0 120

0.0 0.0 19.9 80.0 29.86 -0.06 78 0.0 0

0.0 0.1 19.9 79.9 29.86 -0.06 78 0.0 300

0.0 0.1 19.9 79.9 29.90 0.00 83 0.0 0

0.0 0.2 19.8 79.9 29.90 0.00 83 0.0 120

0.0 0.3 20.2 79.5 29.98 -0.25 NM 0.0 0

0.0 0.3 20.3 79.4 29.98 -0.25 NM 0.0 240

0.0 0.1 18.5 81.3 29.95 149.03 81 0.0 0

0.0 0.1 18.6 81.3 29.95 149.03 80 0.0 300

Notes

a. Sampling at PV-T2-14 was not conducted, passive vent was not found.

b. NM = Not measured.

c. Barometric pressure in inches of mercury.

d. Relative pressure in inches of water.

e. Beginning with data reported for Sept 2010, the the first reported value is the peak methane reading, and the second reported value is the steady state methane reading. If no methane 

 was detected the first reading reported is the initial reading, and the second reading is the steady state reading. Prior to Sept. 2010, the first reported value is the initial reading, 

 and the second reported value is the final reading.

16-Dec-09

30-Sep-09

GP-T2-18

17-Nov-11

1-Jul-11

18-Mar-10

18-Jan-11

26-May-10

16-Jun-09

12-Mar-09

30-Mar-11

15-Sep-10

18 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

0.0 0.0 20.6 79.4 30.15 0.00 77 0.0 - 0.0 0.0 20.6 79.3 30.15 0.00 77 0.0 -

0.0 0.0 20.6 79.3 30.15 0.00 77 0.0 - 0.0 0.0 20.6 79.4 30.15 0.00 77 0.0 -

0.0 5.1 14.5 80.3 29.89 0.00 88 0.0 - 0.0 1.1 19.1 79.7 29.89 0.00 90 0.0 -

0.0 4.7 15.1 80.2 29.89 0.00 88 0.0 - 0.0 1.2 18.5 80.1 29.89 0.00 90 0.0 -

0.0 5.0 15.3 80.0 29.91 -0.02 85 0.0 - 0.0 0.1 20.8 79.1 29.91 -0.02 85 0.0 -

0.0 2.9 17.5 79.6 29.91 -0.02 85 0.0 - 0.0 0.1 20.9 79.0 29.91 -0.02 85 0.0 -

0.1 4.3 15.7 79.9 29.97 23.48 80 2.0 - 0.1 0.1 21.9 78.0 29.97 23.48 80 2.0 -

0.0 3.2 17.0 79.8 29.97 23.48 80 0.0 - 0.0 0.0 22.0 78.0 29.97 23.48 80 0.0 -

0.0 0.2 20.4 79.3 29.98 0.00 63 0.0 - 0.0 0.1 20.7 79.1 29.98 0.00 63 0.0 -

0.0 0.4 20.4 79.1 29.98 0.00 63 0.0 - 0.0 0.1 20.8 79.1 29.98 0.00 63 0.0 -

0.0 0.1 18.1 81.8 29.81 0.00 87 0.0 - 0.0 0.0 18.2 81.7 29.81 0.00 88 0.0 -

0.0 0.1 18.1 81.7 29.81 0.00 88 0.0 - 0.0 0.0 18.3 81.7 29.81 0.00 88 0.0 -

0.0 3.7 15.4 80.8 29.96 7.29 83 0.0 0 0.0 0.0 19.5 80.5 29.96 7.29 83 0.0 0

0.0 3.0 16.0 80.9 29.96 7.29 83 0.0 120 0.0 0.0 19.6 80.3 29.96 7.29 83 0.0 120

0.0 3.3 15.2 81.5 29.87 -0.09 76 0.0 0 0.0 0.7 19.1 80.2 29.87 -0.09 73 0.0 0

0.0 1.4 17.7 80.9 29.87 -0.09 76 0.0 300 0.0 0.9 18.5 80.5 29.87 -0.09 73 0.0 300

0.0 0.5 19.4 80.0 29.95 0.00 78 0.0 0 0.0 1.5 18.1 80.4 29.95 0.00 78 0.0 0

0.0 0.3 19.8 79.7 29.95 0.00 76 0.0 120 0.0 1.5 17.9 80.5 29.95 0.00 78 0.0 120

0.0 0.1 20.5 79.4 29.94 0.11 NM 0.0 0 0.0 0.2 20.3 79.5 29.94 0.11 NM 0.0 0

0.0 4.7 14.2 81.1 29.94 0.11 NM 0.0 300 0.0 1.6 17.9 80.5 29.94 0.11 NM 0.0 300

0.0 0.0 18.9 81.0 30.08 148.78 76 0.0 0 0.0 0.0 19.0 80.9 30.08 148.78 79 0.0 0

0.0 0.0 18.9 81.6 30.08 148.78 76 0.0 300 0.0 0.0 18.9 81.0 30.08 148.78 79 0.0 300

0.0 0.0 20.6 79.4 30.15 0.00 77 0.0 - 0.0 0.0 20.7 79.2 30.15 0.00 77 0.0 -

0.0 0.0 20.6 79.4 30.15 0.00 77 0.0 - 0.0 0.0 20.7 79.2 30.15 0.00 77 0.0 -

0.0 0.0 20.9 79.1 29.89 0.00 92 0.0 - 0.0 0.0 20.9 79.1 29.89 0.00 94 0.0 -

0.0 0.0 20.9 79.0 29.89 0.00 92 0.0 - 0.0 0.0 20.9 79.0 29.89 0.00 94 0.0 -

0.0 0.1 20.8 79.1 29.91 -0.02 86 0.0 - 0.0 0.1 20.9 79.1 29.91 -0.02 86 0.0 -

0.0 0.1 20.8 79.1 29.91 -0.02 86 0.0 - 0.0 0.0 20.9 79.1 29.91 -0.02 86 0.0 -

0.0 0.1 22.0 78.0 29.97 23.48 80 0.0 - 0.0 0.0 22.1 77.9 29.97 23.48 79 0.0 -

0.0 0.0 22.0 78.0 29.97 23.48 80 0.0 - 0.0 0.1 22.1 77.8 29.97 23.48 79 0.0 -

0.0 0.0 20.8 79.1 29.98 0.00 63 0.0 - 0.0 0.0 20.7 79.2 29.98 0.00 63 0.0 -

0.0 0.2 20.5 79.2 29.98 0.00 63 0.0 - 0.0 0.1 20.7 79.3 29.98 0.00 63 0.0 -

0.0 0.0 18.4 81.4 29.81 0.00 88 0.0 - 0.0 0.0 18.3 81.6 29.81 0.00 88 0.0 -

0.0 0.0 18.4 81.6 29.81 0.00 88 0.0 - 0.0 0.0 18.5 81.5 29.81 0.00 88 0.0 -

0.0 1.5 18.3 80.1 29.96 7.29 83 0.0 0 0.0 0.0 19.6 80.4 29.96 7.29 84 0.0 0

0.0 3.4 15.9 80.6 29.96 7.29 83 0.0 240 0.0 0.0 19.5 80.4 29.96 7.29 84 0.0 120

0.0 0.0 20.3 79.7 29.87 -0.09 74 0.0 0 0.0 0.0 20.4 79.6 29.87 -0.09 77 0.0 0

0.0 0.0 20.3 79.7 29.87 -0.09 75 0.0 300 0.0 0.0 20.4 79.6 29.87 -0.09 78 0.0 300

0.0 0.0 20.4 79.6 29.95 0.00 79 0.0 0 0.0 0.0 20.5 79.3 29.95 0.00 79 0.0 0

0.0 0.0 20.6 79.4 29.95 0.00 78 0.0 120 0.0 0.0 20.5 79.3 29.95 0.00 78 0.0 120

0.0 0.2 20.1 79.7 29.94 0.11 NM 0.0 0 0.0 0.1 20.5 79.4 29.94 0.11 NM 0.0 0

0.0 0.0 20.6 79.4 29.94 0.11 NM 0.0 300 0.0 0.1 20.5 79.4 29.94 0.11 NM 0.0 300

0.0 0.6 18.1 81.3 30.09 148.81 74 0.0 0 0.0 0.2 18.9 80.8 30.09 148.81 74 0.0 0

0.0 0.0 18.9 81.0 30.09 148.81 74 0.0 300 0.0 0.5 18.1 81.3 30.09 148.81 74 0.0 300

0.0 0.8 18.6 80.5 30.15 0.00 77 0.0 - 0.0 0.0 20.3 79.6 30.15 0.00 75 0.0 -

0.0 1.4 17.4 80.9 30.15 0.00 77 0.0 - 0.0 0.0 20.4 79.6 30.15 0.00 75 0.0 -

0.0 3.7 12.4 83.9 29.89 0.00 94 0.0 - 0.0 0.5 19.8 79.5 29.85 0.00 88 0.0 -

0.0 4.8 8.6 86.5 29.89 0.00 94 0.0 - 0.0 0.4 20.0 79.5 29.85 0.00 88 0.0 -

0.0 3.7 13.5 82.8 29.91 -0.02 86 0.0 - 0.0 0.6 19.8 79.5 29.91 -0.02 84 0.0 -

0.0 4.8 13.2 83.0 29.91 -0.02 86 0.0 - 0.0 0.5 20.1 79.4 29.91 -0.02 84 0.0 -

0.0 0.0 22.1 77.9 29.97 23.48 79 0.0 - 0.2 0.3 21.8 77.7 29.97 23.48 79 4.0 -

0.0 0.0 22.1 77.9 29.97 23.48 79 0.0 - 0.0 0.3 22.0 77.7 29.97 23.48 79 0.0 -

0.0 0.4 20.1 79.4 29.98 0.00 62 0.0 - 0.0 0.1 20.5 79.4 29.98 0.00 71 0.0 -

0.0 0.5 20.0 79.4 29.98 0.00 62 0.0 - 0.0 0.4 19.9 79.6 29.98 0.00 71 0.0 -

0.0 0.1 17.9 81.8 29.81 0.00 87 0.0 - 0.0 0.0 18.9 81.1 29.82 0.00 82 0.0 -

0.0 0.1 18.1 81.8 29.81 0.00 87 0.0 - 0.0 0.0 18.9 81.1 29.82 0.00 82 0.0 -

0.0 0.0 19.6 80.3 29.96 7.29 84 0.0 0 0.0 0.0 19.5 80.3 29.96 7.20 86 0.0 0

0.0 2.8 16.0 81.1 29.96 7.29 85 0.0 240 0.0 0.0 19.7 80.2 29.96 7.20 86 0.0 120

0.0 0.1 20.3 79.6 29.87 -0.09 79 0.0 0 0.0 0.2 19.8 79.9 29.87 -0.09 76 0.0 0

0.0 0.1 20.2 79.7 29.87 -0.09 79 0.0 300 0.0 0.1 20.1 79.8 29.87 -0.09 76 0.0 300

0.0 0.0 20.6 79.7 29.95 0.00 79 0.0 0 0.0 0.1 19.3 80.6 29.90 0.00 90 0.0 0

0.0 0.1 20.0 79.8 29.95 0.00 77 0.0 120 0.0 0.1 19.2 80.7 29.90 0.00 90 0.0 120

0.0 0.0 20.6 79.4 29.94 0.11 NM 0.0 0 0.0 0.1 20.6 79.3 29.94 0.11 NM 0.0 0

0.0 2.4 15.8 81.8 29.94 0.11 NM 0.0 300 0.0 0.3 20.2 79.5 29.94 0.11 NM 0.0 300

0.0 0.2 18.8 80.9 30.09 148.81 73 0.0 0 0.0 0.1 18.8 81.0 30.09 148.81 76 0.0 0

0.0 0.1 18.9 81.0 30.09 148.81 73 0.0 300 0.0 0.1 19.0 80.9 30.09 148.81 76 0.0 300

18-Jan-11

15-Sep-10

12-Mar-09

GP-G1-12

18-Nov-11

30-Sep-09

30-Jun-11

30-Mar-11

12-Mar-09

16-Dec-09

15-Sep-10

30-Jun-11

Table 7

Garage 1 - Landfill Gas Monitoring Results

12-Mar-09

30-Sep-09

16-Jun-09

GP-G1-10 GP-G1-11

18-Mar-10

16-Dec-09

GP-G1-15

16-Dec-09

26-May-10

30-Mar-11

GP-G1-13

GP-G1-14

16-Jun-09

26-May-10

16-Jun-09

30-Jun-11

30-Sep-09

18-Mar-10

18-Nov-11

18-Jan-11

30-Mar-11

26-May-10

18-Nov-11

18-Mar-10

15-Sep-10

18-Jan-11

19 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 7

Garage 1 - Landfill Gas Monitoring Results

0.0 0.0 20.1 79.8 30.15 0.00 80 0.0 -

0.0 0.0 20.1 79.8 30.15 0.00 80 0.0 -

0.0 0.0 20.5 79.4 29.85 0.00 90 0.0 -

0.0 0.0 20.7 79.2 29.85 0.00 90 0.0 -

0.0 0.1 20.2 79.7 29.91 -0.02 84 0.0 -

0.0 0.1 20.3 79.6 29.91 -0.02 84 0.0 -

0.1 0.4 21.4 78.1 29.97 23.48 81 2.0 -

0.0 0.6 20.9 78.5 29.97 23.48 81 0.0 -

0.0 0.3 19.7 79.9 29.98 0.00 62 0.0 -

0.0 0.4 19.8 79.9 29.98 0.00 62 0.0 -

0.0 0.1 17.9 81.9 29.82 0.00 87 0.0 -

0.0 0.1 17.8 81.9 29.82 0.00 87 0.0 -

0.0 1.4 17.3 81.2 29.96 7.20 85 0.0 0

0.0 2.8 17.2 79.9 29.96 7.20 86 0.0 240

0.0 0.4 18.7 80.8 29.87 -0.09 77 0.0 0

0.0 0.4 19.4 80.2 29.87 -0.09 77 0.0 300

0.0 0.0 20.5 79.4 29.95 0.00 80 0.0 0

0.0 0.1 20.2 79.4 29.95 0.00 78 0.0 120

0.0 0.4 20.0 79.6 29.94 0.11 NM 0.0 0

0.0 0.1 20.5 79.4 29.94 0.11 NM 0.0 300

0.0 0.1 18.7 81.1 30.09 148.81 76 0.0 0

0.0 0.1 18.8 81.0 30.09 148.81 76 0.0 300

0.0 0.0 20.5 79.5 30.15 0.00 80 0.0 - 0.0 0.0 20.2 79.6 30.15 0.00 75 0.0 -

0.0 0.0 20.6 79.4 30.15 0.00 80 0.0 - 0.0 0.0 20.2 79.6 30.15 0.00 75 0.0 -

0.0 0.0 21.1 78.8 29.85 0.00 93 0.0 - 0.0 0.0 21.0 78.8 29.89 0.00 86 0.0 -

0.0 0.0 20.4 79.5 29.85 0.00 93 0.0 - 0.0 0.0 20.3 78.2 29.89 0.00 86 0.0 -

0.0 0.5 20.3 79.2 29.91 -0.02 85 0.0 - 0.0 0.1 20.8 79.2 29.91 -0.02 85 0.0 -

0.0 0.5 20.2 79.3 29.91 -0.02 85 0.0 - 0.0 0.1 20.9 79.1 29.91 -0.02 85 0.0 -

0.0 0.4 20.7 78.9 29.97 23.48 81 0.0 - 0.0 0.0 22.1 77.8 29.97 23.48 79 0.0 -

0.0 0.5 21.1 78.4 29.97 23.48 81 0.0 - 0.0 0.0 22.1 77.9 29.97 23.48 79 0.0 -

0.0 0.0 20.7 79.2 29.98 0.00 61 0.0 - 0.0 0.0 20.7 79.2 29.98 0.00 61 0.0 -

0.0 0.0 20.7 79.2 29.98 0.00 61 0.0 - 0.0 0.0 20.6 79.3 29.98 0.00 61 0.0 -

0.0 0.0 18.6 81.3 29.81 0.00 86 0.0 - 0.0 0.0 18.5 81.6 29.81 0.00 83 0.0 -

0.0 0.0 18.6 81.4 29.81 0.00 86 0.0 - 0.0 0.0 18.4 81.0 29.81 0.00 83 0.0 -

0.0 0.0 19.5 80.5 29.94 7.42 84 0.0 0 0.0 0.3 19.0 80.6 29.94 7.42 83 0.0 0

0.0 0.0 19.4 80.6 29.94 7.42 84 0.0 120 0.0 0.2 19.0 80.6 29.94 7.42 83 0.0 120

0.0 0.0 20.4 79.6 29.87 -0.09 78 0.0 0 0.0 0.0 20.2 79.8 29.87 -0.09 71 0.0 0

0.0 0.0 20.3 79.7 29.87 -0.09 78 0.0 300 0.0 0.8 19.3 79.9 29.87 -0.09 71 0.0 300

0.0 0.0 80.5 79.4 29.95 0.00 80 0.0 0 18.0 9.8 4.6 62.6 29.95 0.00 78 360 0

0.0 0.0 20.5 79.4 29.95 0.00 80 0.0 120 0.0 0.2 19.0 80.0 29.95 0.00 77 0.0 120

0.0 0.1 20.5 79.4 29.94 0.11 NM 0.0 0 0.0 0.1 20.6 79.3 29.94 0.11 NM 0.0 0

0.0 0.4 20.2 79.4 29.94 0.11 NM 0.0 300 0.0 0.4 20.2 79.4 29.94 0.11 NM 0.0 300

0.0 0.7 18.1 81.1 30.09 148.81 78 0.0 0 0.0 0.1 18.7 81.0 30.09 148.81 75 0.0 0

0.0 0.0 19.0 81.0 30.09 148.81 78 0.0 300 0.0 0.0 19.0 81.0 30.09 148.81 75 0.0 300

12.0 6.7 13.6 69.4 30.15 0.00 76 240 - 0.4 5.0 10.9 83.1 30.15 0.00 75 8 -

13.4 7.2 13.4 66.1 30.15 0.00 76 268 - 0.0 6.1 10.5 83.6 30.15 0.00 75 0.0 -

26.1 12.4 11.8 50.2 29.89 0.00 84 522 - 0.0 0.0 21.0 78.9 29.89 0.00 85 0.0 -

27.5 15.5 9.9 47.0 29.89 0.00 83 550 - 0.0 0.0 21.0 78.9 29.89 0.00 85 0.0 -

26.5 20.5 9.4 43.6 29.91 -0.02 84 530 - 0.0 0.1 20.7 79.2 29.91 -0.02 84 0.0 -

25.8 19.2 20.1 44.9 29.91 -0.02 84 516 - 0.0 0.1 20.7 79.2 29.91 -0.02 84 0.0 -

22.4 14.0 11.2 52.4 29.97 23.48 79 448 - 0.1 0.2 21.7 78.0 29.97 23.48 80 2 -

23.5 15.0 10.7 51.0 29.97 23.48 80 470 - 0.0 0.2 21.7 78.1 29.97 23.48 80 0.0 -

7.3 5.2 15.9 70.6 29.98 0.00 67 146 - 0.0 1.8 17.5 80.7 29.98 0.00 69 0.0 -

8.2 6.2 14.6 70.9 29.98 0.00 67 164 - 0.0 2.1 16.3 81.3 29.98 0.00 69 0.0 -

24.8 13.8 7.4 53.0 29.82 0.00 80 496 - 0.1 2.9 12.6 84.1 29.82 0.00 81 2 -

23.6 10.1 9.6 56.6 29.82 0.00 80 472 - 0.0 3.0 12.4 84.5 29.82 0.00 81 0.0 -

16.3 8.3 13.5 66.3 29.94 7.42 84 326 60 0.0 0.0 19.6 80.3 29.96 7.20 84 0.0 0

15.0 8.0 13.8 63.1 29.94 7.42 84 300 240 0.0 0.0 19.8 80.2 29.96 7.20 84 0.0 120

20.5 10.4 10.0 60.0 29.87 -0.09 71 410 0 0.1 3.2 15.2 81.5 29.87 -0.09 76 2 60

17.1 9.9 11.0 62.1 29.87 -0.09 73 342 300 0.0 3.0 15.6 81.0 29.87 -0.09 76 0.0 300

20.8 12.1 82.0 58.8 29.95 0.00 82 416 60 0.6 1.1 19.6 78.6 29.95 0.00 84 12 0

18.0 10.3 9.4 62.8 29.95 0.00 85 360 300 0.0 1.7 17.0 81.2 29.95 0.00 83 0.0 180

9.5 6.7 14.6 69.2 29.94 0.11 NM 190 240 0.0 0.2 20.6 79.2 29.94 0.11 NM 0.0 0

9.4 6.6 14.7 69.3 29.94 0.11 NM 188 300 0.0 0.1 20.7 79.2 29.94 0.11 NM 0.0 300

7.5 4.2 15.7 72.5 30.09 148.81 75 150 300 0.1 6.9 5.5 87.5 30.09 148.81 74 1.0 0

7.5 4.2 15.7 72.5 30.09 148.81 75 150 300 0.0 0.1 18.0 81.0 30.09 148.81 74 0.0 300

16-Jun-09

26-May-10

18-Nov-11

26-May-10

30-Sep-09

15-Sep-10

30-Mar-11

18-Mar-10

12-Mar-09

GP-G1-16

16-Dec-09

12-Mar-09

18-Jan-11

30-Jun-11

18-Nov-11

18-Mar-10

15-Sep-10

18-Mar-10

18-Jan-11

30-Jun-11

PV-G1-1

26-May-10

16-Dec-09

PV-G1-3

18-Nov-11

12-Mar-09

30-Sep-09

16-Jun-09

PV-G1-2

18-Jan-11

30-Jun-11

15-Sep-10

30-Mar-11

30-Mar-11

16-Dec-09

30-Sep-09

16-Jun-09

PV-G1-4

20 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

Table 7

Garage 1 - Landfill Gas Monitoring Results

15.2 8.8 14.3 60.2 30.15 0.00 76 304 - 24.0 19.2 2.9 48.1 30.15 0.00 75 480 -

1.2 0.8 19.9 77.6 30.15 0.00 76 24.0 - 27.9 27.4 0.4 44.3 30.15 0.00 75 558 -

43.9 26.8 1.7 28.4 29.89 0.00 85 878 - 0.0 0.0 21.2 78.7 29.89 0.00 85 0.0 -

26.0 15.4 6.8 51.7 29.89 0.00 85 520 - 0.0 0.0 21.2 78.7 29.89 0.00 85 0.0 -

46.4 39.0 2.4 12.3 29.91 -0.02 84 928 - 0.5 0.3 20.4 78.8 29.91 -0.02 84 10 -

45.4 39.7 2.9 12.0 29.91 -0.02 84 908 - 0.4 0.2 20.6 78.8 29.91 -0.02 84 8 -

44.8 30.5 0.7 24.0 29.97 23.48 79 896 - 3.8 1.4 20.5 74.5 29.97 23.48 79 76 -

45.7 30.7 2.0 21.6 29.97 23.48 79 914 - 3.3 1.9 20.9 73.9 29.97 23.48 79 66 -

38.5 23.4 4.8 33.2 29.98 0.00 70 770 - 0.0 0.1 20.7 79.1 29.98 0.00 70 0.0 -

40.4 24.7 3.9 30.9 29.98 0.00 70 808 - 0.0 0.0 20.8 79.2 29.98 0.00 70 0.0 -

50.6 29.1 0.8 15.6 29.82 0.00 81 1012 - 0.0 0.1 18.6 81.1 29.82 0.00 82 0.0 -

52.3 29.0 0.0 18.6 29.82 0.00 81 1046 - 0.0 0.0 18.5 81.3 29.82 0.00 82 0.0 -

39.5 21.3 3.1 36.0 29.96 7.20 84 790 240 0.0 0.0 19.7 80.2 29.96 7.20 84 0.0 0

39.5 21.3 3.1 36.0 29.96 7.20 84 790 240 0.0 0.0 19.8 80.2 29.96 7.20 84 0.0 120

47.9 30.8 0.0 21.4 29.87 -0.09 75 958 240 29.1 27.0 0.0 43.9 29.87 -0.09 77 582 300

47.9 30.8 0.0 21.4 29.87 -0.09 75 958 240 29.1 27.0 0.0 43.9 29.87 -0.09 77 582 300

49.3 28.7 0.0 27.1 23.95 0.00 86 986 60 29.7 23.6 2.9 45.9 29.95 0.00 83 594 0

42.0 26.0 0.8 31.2 23.95 0.00 87 840 300 24.2 23.7 0.0 51.9 29.95 0.00 84 484 240

41.5 28.9 0.1 29.5 29.94 0.11 NM 830 300 0.0 0.1 20.7 79.2 29.94 0.11 NM 0.0 0

41.5 28.9 0.1 29.5 29.94 0.11 NM 830 300 0.0 0.1 20.9 79.0 29.94 0.11 NM 0.0 300

2.7 1.7 17.8 77.8 30.09 148.81 74 59 300 0.0 0.0 19.0 80.9 30.09 148.81 75 0.0 0

2.7 1.7 17.8 77.8 30.09 148.81 74 59 300 0.0 0.0 18.9 81.0 30.09 148.81 75 0.0 300

0.0 0.0 20.8 79.2 30.15 0.00 76 0.0 - 0.0 0.0 20.6 79.3 30.15 0.00 77 0.0 -

0.0 0.0 20.7 79.2 30.15 0.00 76 0.0 - 0.0 0.0 20.7 79.3 30.15 0.00 77 0.0 -

0.0 0.0 21.2 78.7 29.89 0.00 85 0.0 - 0.0 0.0 21.2 78.8 29.89 0.00 85 0.0 -

0.0 0.0 21.2 78.7 29.89 0.00 85 0.0 - 0.0 0.0 21.2 78.8 29.89 0.00 85 0.0 -

2.9 1.0 19.6 77.3 29.91 -0.02 84 58 - 0.0 0.1 20.4 79.4 29.91 -0.02 84 0 -

2.2 1.1 19.6 77.1 29.91 -0.02 84 44 - 0.0 0.0 20.6 79.4 29.91 -0.02 84 0 -

29.3 25.1 3.3 42.3 29.97 23.48 79 586 - 0.2 4.0 15.3 80.6 29.97 23.48 79 4 -

29.8 23.5 4.1 42.6 29.97 23.48 79 596 - 0.0 3.4 15.9 80.7 29.97 23.48 79 0 -

0.0 0.8 20.8 78.7 29.98 0.00 70 0.0 - 0.0 0.0 20.8 79.1 29.98 0.00 65 0.0 -

0.0 0.5 20.6 78.6 29.98 0.00 70 0.0 - 0.0 0.2 20.6 79.1 29.98 0.00 65 0.0 -

0.0 0.0 19.1 80.9 29.82 0.00 82 0.0 - 0.0 0.0 19.0 80.9 29.82 0.00 83 0.0 -

0.0 0.0 19.0 80.9 29.82 0.00 82 0.0 - 0.0 0.0 19.0 80.9 29.82 0.00 82 0.0 -

0.0 0.0 19.8 80.1 29.96 7.20 84 0.0 0 0.0 0.0 19.9 80.1 29.96 7.20 84 0.0 0

0.0 0.0 19.9 80.0 29.96 7.20 84 0.0 120 0.0 0.0 19.7 80.2 29.96 7.20 84 0.0 120

10.5 11.0 2.8 75.6 29.87 -0.09 77 210 180 0.0 5.4 8.5 86.0 29.87 -0.09 78 0.0 0

4.5 4.2 12.6 78.8 29.87 -0.09 77 90 300 0.0 5.5 7.9 86.5 29.87 -0.09 78 0.0 300

34.6 26.3 1.8 45.0 29.95 0.00 82 692 60 14.0 13.5 7.2 61.3 29.95 0.00 81 280 60

30.4 23.7 4.1 53.6 29.95 0.00 83 608 300 10.4 8.6 11.4 65.8 29.95 0.00 80 208 300

22.7 16.9 6.7 53.7 29.94 0.11 NM 454.0 180 21.5 22.2 0.0 56.3 29.94 0.11 NM 430.0 180

21.9 17.2 6.7 54.2 29.94 0.11 NM 438.0 300 20.5 21.6 0.4 57.5 29.94 0.11 NM 410.0 300

0.0 0.0 19.0 80.9 30.09 148.81 75 0.0 0 0.0 0.0 19.0 80.9 30.09 148.81 76 0.0 0

0.0 0.0 19.0 80.9 30.09 148.81 75 0.0 300 0.0 0.0 19.0 80.9 30.09 148.81 76 0.0 300

Notes

a. Location not scheduled to be sampled on this date.

b. Location flooded with water.

c. NM = Not measured.

d. <<< - Outside measurement range.

e. Barometric pressure in inches of mercury.

f. Relative pressure in inches of water.

g. Beginning with data reported for Sept 2010, the the first reported value is the peak methane reading, and the second reported value is the steady state methane reading. If no methane 

 was detectewas detected the first reading reported is the initial reading, and the second reading is the steady state reading. Prior to Sept. 2010, the first reported value is the initial reading, 

 and the second reported value is the final reading.

h. If no steady state readings were observed for methane, the final reading is reported as steady-state reading.

30-Mar-11

30-Jun-11

18-Mar-10

30-Sep-09

16-Dec-09

30-Mar-11

18-Jan-11

26-May-10

15-Sep-10

18-Jan-11

26-May-10

15-Sep-10

16-Jun-09

PV-G1-5 PV-G1-6

18-Nov-11

16-Dec-09

12-Mar-09

30-Jun-11

16-Jun-09

18-Mar-10

12-Mar-09

PV-G1-8

30-Sep-09

PV-G1-7

18-Nov-11

21 of 22
Sampling 

Date % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s) % CH4 % CO2 % O2 % Bal 

Barometric 

Pressure

Relative 

Pressure Temp.

% LEL 

CH4 

Elapsed

Time (s)

0.0 0.5 19.7 79.6 30.19 0.00 83 0.0 - 0.0 0.0 20.1 79.8 30.19 0.00 83 0.0 -

0.0 0.4 19.6 77.8 30.19 0.00 83 0.0 - 0.0 0.0 20.0 80.0 30.19 0.00 83 0.0 -

0.0 1.0 19.2 79.7 29.85 0.00 99 0.0 - 0.0 2.0 16.4 81.5 29.85 0.00 105 0.0 -

0.0 2.4 17.7 79.8 29.85 0.00 99 0.0 - 0.0 1.9 16.4 81.6 29.85 0.00 105 0.0 -

0.0 1.1 18.9 80.0 29.90 -0.04 88 0.0 - 0.0 2.0 18.5 80.4 29.90 -0.04 88 0.0 -

0.0 3.0 16.7 80.2 29.90 -0.04 88 0.0 - 0.0 3.6 17.5 78.8 29.90 -0.04 88 0.0 -

0.0 1.6 18.1 80.6 29.97 23.48 79 0.0 - 0.0 4.5 16.0 79.4 29.97 23.48 79 0.0 -

0.0 2.9 18.3 78.7 29.97 23.48 79 0.0 - 0.0 4.0 16.2 79.8 29.97 23.48 79 0.0 -

0.0 3.3 18.0 78.6 29.98 -0.15 61 0.0 - 0.0 2.3 17.7 80.1 29.98 -0.15 61 0.0 -

0.0 1.3 19.5 79.1 29.98 -0.15 61 0.0 - 0.0 0.5 19.8 79.6 29.98 -0.15 61 0.0 -

0.0 4.0 13.5 81.9 29.83 0.00 84 0.0 - 0.0 0.2 17.7 82.1 29.83 0.00 86 0.0 -

0.0 0.3 17.6 81.9 29.83 0.00 84 0.0 - 0.0 5.8 14.0 80.0 29.83 0.00 86 0.0 -

0.0 0.0 19.8 80.0 29.94 7.23 77 0.0 0 0.0 1.7 18.1 80.2 29.94 7.23 77 0.0 0

0.0 0.0 19.5 80.4 29.94 7.23 77 0.0 120 0.0 2.0 17.6 80.9 29.94 7.23 77 0.0 240

0.0 3.2 17.0 79.8 29.91 -0.02 74 0.0 0 0.0 4.0 15.5 80.0 29.91 -0.02 74 0.0 0

0.0 0.6 19.8 79.6 29.91 -0.02 73 0.0 300 0.0 0.6 19.4 80.0 29.91 -0.02 74 0.0 300

0.0 0.9 18.2 80.8 29.88 -0.12 88 0.0 0 0.0 0.4 18.6 81.0 29.88 -0.12 88 0.0 0

0.0 2.5 16.5 80.9 29.88 -0.12 88 0.0 120 0.0 0.2 18.8 80.9 29.88 -0.12 88 0.0 120

0.0 0.2 20.7 79.1 29.91 0.08 NM 0.0 0 0.0 1.1 19.9 79.0 29.91 0.08 NM 0.0 0

0.0 5.1 15.8 79.1 29.91 0.08 NM 0.0 300 0.0 6.1 14.3 79.6 29.91 0.08 NM 0.0 300

0.0 0.1 18.9 81.0 30.09 148.75 77 0.0 0 0.0 2.1 16.8 86.3 30.09 148.82 76 0.0 0

0.0 0.1 18.8 81.1 30.09 148.75 77 0.0 300 0.0 2.4 15.6 81.9 30.09 148.82 76 0.0 300

0.0 0.7 18.5 80.2 30.19 0.00 83 0.0 - 0.0 0.5 19.8 79.5 30.19 0.00 83 0.0 -

0.0 1.2 17.9 80.5 30.19 0.00 83 0.0 - 0.0 2.1 18.3 79.6 30.19 0.00 83 0.0 -

0.0 0.2 19.9 79.9 29.85 0.00 110 0.0 - 0.0 2.4 18.2 79.4 29.85 0.00 92 0.0 -

0.0 0.3 19.7 79.8 29.85 0.00 110 0.0 - 0.0 2.4 18.2 79.4 29.85 0.00 92 0.0 -

0.0 9.1 10.5 80.4 29.90 -0.04 88 0.0 - 0.0 4.0 16.2 79.8 29.90 -0.04 88 0.0 -

0.0 0.8 19.4 79.8 29.90 -0.04 88 0.0 - 0.0 4.4 16.1 79.6 29.90 -0.04 88 0.0 -

0.0 8.8 10.1 81.0 29.97 23.48 79 0.0 - 0.0 3.3 16.0 80.6 29.97 23.48 79 0.0 -

0.0 5.1 13.4 81.4 29.97 23.48 79 0.0 - 0.0 3.0 15.8 81.1 29.97 23.48 79 0.0 -

0.0 1.8 18.5 79.6 29.98 -0.15 64 0.0 - 0.0 1.5 19.4 79.0 29.98 -0.15 61 0.0 -

0.0 0.6 19.7 79.6 29.98 -0.15 64 0.0 - 0.0 1.0 19.9 79.1 29.98 -0.15 61 0.0 -

0.0 2.0 15.8 82.1 29.83 0.00 89 0.0 - 0.0 0.0 18.0 81.9 29.83 0.00 89 0.0 -

0.0 0.0 18.3 81.7 29.83 0.00 89 0.0 - 0.0 2.4 15.4 82.1 29.83 0.00 88 0.0 -

0.0 10.1 4.6 85.3 29.94 7.22 77 0.0 0 0.0 3.8 16.6 79.7 29.94 7.23 76 0.0 0

0.0 0.7 18.7 80.5 29.94 7.22 77 0.0 240 0.0 4.2 15.5 80.2 29.94 7.23 76 0.0 240

0.0 0.0 20.1 79.8 29.91 -0.02 76 0.0 0 0.0 1.1 19.1 79.9 29.91 -0.02 74 0.0 0

0.0 0.7 19.4 79.9 29.91 -0.02 76 0.0 240 0.0 0.6 19.5 79.8 29.91 -0.02 74 0.0 300

0.0 1.8 10.7 79.4 29.93 0.00 81 0.0 0 0.0 0.6 18.5 80.8 29.84 -0.12 88 0.0 0

0.0 0.4 19.9 79.6 29.93 0.00 79 0.0 120 0.0 1.2 17.9 80.8 29.84 -0.12 88 0.0 120

0.0 0.1 20.7 79.2 29.91 0.08 NM 0.0 0 0.0 0.3 20.5 79.2 29.91 0.08 NM 0.0 0

0.0 3.0 18.0 79.0 29.91 0.08 NM 0.0 300 0.0 1.3 20.6 78.1 29.91 0.08 NM 0.0 300

0.0 0.1 18.7 81.0 30.06 148.72 75 0.0 0 0.0 1.4 17.8 80.8 30.06 148.72 75 0.0 0

0.0 0.0 19.0 81.0 30.06 148.72 75 0.0 300 0.0 1.4 17.8 80.8 30.06 148.72 75 0.0 300

0.0 0.4 19.9 88.6 30.19 0.00 83 0.0 -

0.0 0.4 19.7 79.7 30.19 0.00 83 0.0 -

0.0 1.5 19.4 78.9 29.85 0.00 92 0.0 -

0.0 4.4 19.4 79.0 29.85 0.00 92 0.0 -

0.0 4.7 16.1 79.2 29.90 -0.04 86 0.0 -

0.0 4.2 16.6 79.3 29.90 -0.04 86 0.0 -

0.0 5.2 14.1 80.6 29.97 23.48 79 0.0 -

0.0 4.5 15.5 80.0 29.97 23.48 79 0.0 -

0.0 1.1 19.6 79.2 29.98 -0.15 62 0.0 -

0.0 1.0 19.8 79.1 29.98 -0.15 62 0.0 -

0.0 2.4 15.8 81.7 29.83 0.00 90 0.0 -

0.0 2.4 16.0 81.7 29.83 0.00 90 0.0 -

0.0 4.0 16.1 79.9 29.94 7.23 76 0.0 0

0.0 4.0 15.9 79.9 29.94 7.23 76 0.0 120

0.0 1.1 19.0 79.9 29.91 -0.02 75 0.0 0

0.0 1.0 19.2 79.8 29.91 -0.02 75 0.0 300

0.4 0.4 20.3 78.9 29.93 0.00 82 8.0 0

0.0 1.7 18.7 79.6 29.93 0.00 83 0.0 120

0.1 0.3 20.3 79.3 29.91 0.08 NM 2.0 0

0.0 0.2 20.6 79.2 29.91 0.08 NM 0.0 300

0.0 1.2 17.9 80.8 30.06 148.72 75 0.0 0

0.0 1.2 17.9 80.8 30.06 148.72 75 0.0 300

Notes:

a. Access to the Sampling Location was not available

b. Location was not sampled as part of the follow-up monitoring activities on this date.

c. Readings were verified with an activated carbon filter in follow-up monitoring activities

d. NM = Not measured.

e. Barometric pressure in inches of mercury.

f. Relative pressure in inches of water.

e. Beginning with data reported for Sept 2010, the the first reported value is the peak methane reading, and the second reported value is the steady state methane reading. If no methane 

 was detected the first reading reported is the initial reading, and the second reading is the steady state reading. Prior to Sept. 2010, the first reported value is the initial reading, 

 and the second reported value is the final reading.

30-Mar-11

1-Jul-11

16-Dec-09

East Vent

16-Dec-09

26-May-10

16-Mar-09

GP-1 West

17-Mar-10

16-Jun-09

30-Sep-09

30-Mar-11

26-May-10

14-Sep-10

16-Jun-09

16-Mar-09

16-Jun-09

30-Sep-09

16-Dec-09

17-Jan-10

14-Sep-10

17-Mar-10

Table 8

Utility Barrier at Biscayne Landing Boulevard - Landfill Gas Monitoring Results 

16-Mar-09

GP-1 East GP-2 East

26-May-10

18-Nov-11

14-Sep-10

17-Jan-10

18-Nov-11

West Vent

17-Jan-10

30-Sep-09

17-Mar-10

1-Jul-11

30-Mar-11

18-Nov-11

1-Jul-11

22 of 22
Figures 









Appendix A 

SAMPLING AND REPORTING SCHEDULE 
Date 

January 2012

January 31, 2012

March 2012

April 30, 2012

June 2012

July 31, 2012

September 2012

October 31, 2012

December 2012

January 31, 2013

Submit monitoring report to DERM, MDFR, and FDEP.

Submit monitoring report to DERM, MDFR, and FDEP.

Perform quarterly sampling of Sales Trailer, Sales Center, Administration 

Compound, perimeter gas probes, Tower 1, Tower 2, Garage 1 and Biscayne 

Landing Boulevard.

Submit monitoring report to DERM, MDFR, and FDEP.

Perform quarterly sampling of Sales Trailer, Sales Center, Administration 

Compound, perimeter gas probes, Tower 1, Tower 2, Garage 1 and Biscayne 

Landing Boulevard.

Submit monitoring report to DERM, MDFR, and FDEP.

Perform quarterly sampling of Sales Trailer, Sales Center, Administration 

Compound, perimeter gas probes, Tower 1, Tower 2, Garage 1 and Biscayne 

Landing Boulevard.

Perform quarterly sampling of Sales Trailer, Sales Center, Administration 

Compound, perimeter gas probes, Tower 1, Tower 2, Garage 1 and Biscayne 

Landing Boulevard.

Appendix A

Sampling and Reporting Schedule

Activity

Submit monitoring report to DERM and FDEP.

Perform quarterly sampling of Sales Trailer, Sales Center, Administration 

Compound, perimeter gas probes, Tower 1, Tower 2, Garage 1 and Biscayne 

Landing Boulevard.
Appendix B 

GEM 2000 CALIBRATION DATA 
% CH4 % CO2 % O2 % CH4 % CO2 % O2

Target 

Concentrations* 50.0 35.0 0.0 0.0 0.0 4.0

Date

17-Jan-11 48.1 35.6 - - - 5.0

18-Jan-11 47.9 34.8 - - - 3.2

21-Jan-11 49.2 36.0 - - - 4.0

15-Nov-11 50.1 35.2 - - - 4.1

% CH4 % CO2 ppm CO ppm H2S % O2 BAL

Target 

Concentrations* 15.0 15.0 n/a n/a 0.0 0.0

Date

30-Jun-11 13.4 14.6 n/a n/a 0.0 72.0

1-Jul-11 13.6 14.8 n/a n/a 0.0 71.6

5-Jul-11 13.6 14.8 n/a n/a 0.0 71.6

5-Jul-11 18.6 12.5 n/a n/a 0.0 68.9

17-Nov-11 15.0 14.8 n/a n/a 1.0 69.3

18-Nov-11 15.0 15.0 n/a n/a 0.8 68.9

Notes

1. Certified Standards provided by PINE Environmental Services, Inc. Manufactured by Liquid Technology (Fla).

2. Calibration data recorded before 2011 has been removed for clarity.

3. Same day calibrations performed when temperature range exceeds 20 ° F.

Appendix B

Calibration Data

GEM 2000 Readings

Calibration Using 50% Methane Gas

Calibration Using 15% Methane Gas

GEM 2000 Readings
Appendix C 

FIELD GUIDANCE FOR OPERATION OF GEM 2000 PLUS GAS ANALYZER 
Appendix C

Field Guidance for Operation of GEMTM 2000 Plus Gas Analyzer

Step Instructions 

1 Turn the system on by selecting the power button. The self test will 

commence once the power button is pressed. This will last approximately 20 

seconds. 

Verify that the time and date are correct and the water trap, inlet-port 

particulate filter is clean and dry. Spare filters should be kept with the 

system in the event that the water trap, inlet-port particulate filter being 

utilized becomes clogged, contaminated and/or wet. 

2 The instrument will display a reminder that sample hoses should be 

disconnected. Once the ‘←’ is selected again, the purging process, which 

will last approximately 30 seconds, will commence. 

3 After the purging process has been completed, connect the sample hose with 

the water trap, from the sample point (gas probe, sampling tube, or gas vent) 

to the inlet port of the instrument. Ensure that there is a tight seal. The 

connector should click into place. 

4 Press the menu key on the instrument and scroll down to Mode of 

Operation. Select this option by pressing the ‘←’ key and highlight 

Landfill Gas Analyzer. Press the‘←’ key again. 

5 Using a methane gas canister with a known concentration, check the span 

calibration. 

6 Connect the sample hose to the probe sample port or inside the gas vent. 

The pump is started by pressing the pump key. A static sample is taken 

immediately and a steady-state sample is taken once the reading has 

stabilized for 10 seconds or approximately 0.5 % by volume. The pump may 

be stopped by pressing the pump key. 

7 The LCD display should show the current time/date, site date (if entered), 

gas readings and balance, percent LEL, barometric pressure, relative 

pressure, and temperature. 

Notes: 

1. The methane gas sensor is sensitive to radio frequency (RF) interference. Gas readings may 

fluctuate if any device that transmits radio waves (e.g. cell phone) is used while conducting 

monitoring activities. Please do not use a cell phone while taking LFG readings.

2. A charcoal filter may also be used for sampling purposes if the presence of glues, cements, or 

bonding agents used in the construction of the PVC gas probes is suspected from anomalous 

%LEL readings 
Appendix D 

2ND QUARTER 2011 FIELD SAMPLING SHEETS 























Appendix E 

METHANE CONCENTRATION VERSUS TIME DATA AND GRAPHS 
Methane Concentration versus Time Results

Monitoring Point: STPROBE2

Elapsed 

Time 

(Min) % CH4 % CO2 % O2 % Bal 

% LEL CH4 Temperature

(°F)

Barometric

Pressure

"[Hg]

Static 67.5 32.0 0.3 0.2 1350 84 30.03

1 67.7 32.1 0.1 0.2 1354 84 30.03

2 67.3 32.3 0.1 0.2 1346 84 30.03

3 67.5 32.2 0.1 0.2 1350 84 30.03

4 67.5 32.4 0.0 0.2 1350 84 30.03

5 67.5 32.3 0.1 0.2 1350 84 30.03

Notes.

1. % LEL calculated after field measurement. 

2. Barometric pressure in inches of mercury.

% [CH4] by Volume versus Time - STPROBE2

67.1

67.2

67.3

67.4

67.5

67.6

67.7

67.8

12345

Elapsed Time (minutes)

% Volume
Methane Concentration versus Time Results

Monitoring Point: SCSOIL01

Elapsed 

Time 

(Min) % CH4 % CO2 % O2 % Bal 

% LEL CH4 Temperature

(°F)

Barometric

Pressure

"[Hg]

Static 68.3 23.1 1.1 7.2 1366 89 30.06

1 68.8 24.8 0.7 5.6 1376 89 30.06

2 66.0 24.2 1.2 7.0 1320 89 30.06

3 67.8 24.2 1.0 7.0 1356 89 30.06

4 68.6 24.9 0.7 5.5 1372 89 30.06

5 66.6 23.8 1.2 9.4 1332 89 30.06

Notes.

1. % LEL calculated after field measurement. 

2. Barometric pressure in inches of mercury.

% [CH4] by Volume versus Time - SCSOIL01

64.5

65.0

65.5

66.0

66.5

67.0

67.5

68.0

68.5

69.0

69.5

12345

Elapsed Time (minutes)

% Volume
Methane Concentration versus Time Results

Monitoring Point: SCSOIL02

Elapsed 

Time 

(Min) % CH4 % CO2 % O2 % Bal 

% LEL CH4 Temperature

(°F)

Barometric

Pressure

"[Hg]

Static 61.1 7.8 1.7 29.4 1222 78 30.06

1 67.2 8.1 0.0 24.7 1344 78 30.06

2 67.8 8.1 0.0 24.0 1356 78 30.06

3 68.8 8.1 0.0 22.9 1376 78 30.06

4 69.1 8.1 0.0 22.6 1382 78 30.06

5 69.1 8.2 0.0 22.7 1382 78 30.06

Notes.

1. % LEL calculated after field measurement. 

2. Barometric pressure in inches of mercury.

% [CH4] by Volume versus Time - SCSOIL02

66.0

66.5

67.0

67.5

68.0

68.5

69.0

69.5

12345

Elapsed Time (minutes)

% Volume
Appendix F 

QUEST CONTROLS CORRESPONDENCE 
QCM, Inc. 

208 9th Street Drive West, Suite 100 ▪ Palmetto, FL 34221 

Phone (941) 723-4139 ▪ Fax (941) 721-7924 

October 1, 2011 

Russell Benford 

City of North Miami Florida 

776 NE 125th Street 

North Miami, FL 33161 

Ref: Biscayne Landing Alarm Calls for July 1, 2011 to September 30, 2011. 

Dear Mr. Benford, 

This letter is to inform you that there was no alarm activity for the gas sensors installed in Oaks 

I/Garage, Oaks I/Tower I, and Oaks I/Tower II during the monitoring period of July 1, 2011 

through September 30, 2011. 

Regards, 

QCM, Inc. 

208 9th Street Dr West, Suite 100 

Palmetto, FL 34221 

na 
Appendix G 

PERA CORRESPONDENCE 





H13

TROUT USED CARS




M1

TRIPLE M PETROLEUM INC

M2

LAKE WORTH RECREATION COMPLEX







M3

U S FOOD MART


M4 

CHEVRON - FLAMINGO




























M5

AVIS RENT A CAR INC


M6

BOCA RATON ARMY AIRFIELD DUMP

(No Regulatory Information Available)
M7

TITAN MARITIME INDUSTRIES











M8

NE COMMUNITY CENTER DUMP

(No Regulatory Information Available)
M9

SHELL STATION


M10

CRSTAL SPRINGS WATER COMPANY

M11

MIAMI CITY ROW

FORMER DIXIE TRANSPORT




M12

A & B CONTAINER REPAIRS INC



M13

ARENA VENTURES



M14

CITY OF MIAMI 

CHILLED WATER LINE FACILITY